基坑支护系统控制及三维可视化研究
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摘要
基坑工程事故的预防和处理一直是岩土工程中的一个重要课题，也是深基坑工程实践中的热点问题。本文研究开发了一种不同与往常的信息施工技术，一种新型的应用于基坑开挖施工的支护及其监控系统。充分发挥监测对施工的预警、指导作用，保证基坑的整体稳定性，防止基坑施工事故的发生。
本文根据前人的研究成果，对基坑工程的发展简介和特点进行了简明扼要的叙述。针对当前基坑工程施工的现状和存在问题，参考国内外基坑工程的研究，对当前控制基坑变形的因素进行了综合的分析，提出了采用可以预先施加支撑力且可随时控制支撑力大小的可控支撑系统，并综合分析目前的基坑计算方法，建立了支护系统的数学模型，在MATLAB平台上设计了一套计算施加预加支撑力的计算软件。
其次，在LabVIEW平台上利用ActiveX调用OpenGL技术，开发了在线的、实时的基坑支护系统三维可视的计算机监测系统，及时整理、反馈监测数据，为充分发挥监测对施工的预警、指导作用准备了充足的条件，使得实时预警支护系统状态更加直观、鲜明、准确。
再次，分析基坑事故原因，对深基坑工程事故的控制和预警系统的建立、预警指标的确定进行了理论和实践研究。建立了基坑支护系统的控制预警专家系统，为基坑支护系统的故障预警和动态施工提供了更好的指导。
最后，通过对基坑工程施工实例采用可视化基坑监测管理系统的实践，结合实际工程现场监测数据资料分析，以及支撑系统设备控制工作的试验，总结出基坑工程动态施工中采用可视化基坑监测管理系统实施的工程设计和施工建议，本方法具有广阔的工程应用前景。
The utmost important problem of the foundation-pit is that the prevention and treating of the foundation-pit accident during the excavate period. What's more, it is a key problem in the deep foundation-pit engineering practice. This paper is meant to research and develop a entirely different construction technique, which is a new strutting and monitoring system used in excavation constructed practice. The system could not only monitor the excavation state, but also provide the dangerous state alarm and instruction of the treating method, which is necessary to guarantee the safety of the excavation and prevent the excavation accident.
On the base of former study, the development and characters of exaction engineering was expound perspicuity firstly. Aiming at the status and existing questions of the excavation engineering accident, the factors of controlling the formation of the excavation was analyzed generally by referencing to the abroad and internal articles, and promoted the flexible strut system that could control the strut force automatically. The mathematic model of the strut system was formed on the base of analysis the modeling method at the present time. And the mathematic software was built on the MATLAB platform.
Secondly, depending on the LabVIEW, ActiveX and OpenGL computer techniques, a monitoring system of foundation excavation was founded, which is integrated with data automatical collection, treatment and analytical evaluation, and automatically displaying the state of excavation by 3D visible simulation technology. And it takes important meaning to restrict the strain, to improve the safety of the excavation and protect the surrounding environment.
Thirdly, the reasons of the excavation engineering accidents was analyzed, and the method of preventing and treating of excavation accidents that set up a process control and security early warning system of excavation engineering using the expert prediction system.
At last, through the practice of the real project of excavation engineering using the Three Dimension Visualized Excavation Monitoring System, combining the
本文根据前人的研究成果，对基坑工程的发展简介和特点进行了简明扼要的叙述。针对当前基坑工程施工的现状和存在问题，参考国内外基坑工程的研究，对当前控制基坑变形的因素进行了综合的分析，提出了采用可以预先施加支撑力且可随时控制支撑力大小的可控支撑系统，并综合分析目前的基坑计算方法，建立了支护系统的数学模型，在MATLAB平台上设计了一套计算施加预加支撑力的计算软件。
其次，在LabVIEW平台上利用ActiveX调用OpenGL技术，开发了在线的、实时的基坑支护系统三维可视的计算机监测系统，及时整理、反馈监测数据，为充分发挥监测对施工的预警、指导作用准备了充足的条件，使得实时预警支护系统状态更加直观、鲜明、准确。
再次，分析基坑事故原因，对深基坑工程事故的控制和预警系统的建立、预警指标的确定进行了理论和实践研究。建立了基坑支护系统的控制预警专家系统，为基坑支护系统的故障预警和动态施工提供了更好的指导。
最后，通过对基坑工程施工实例采用可视化基坑监测管理系统的实践，结合实际工程现场监测数据资料分析，以及支撑系统设备控制工作的试验，总结出基坑工程动态施工中采用可视化基坑监测管理系统实施的工程设计和施工建议，本方法具有广阔的工程应用前景。
The utmost important problem of the foundation-pit is that the prevention and treating of the foundation-pit accident during the excavate period. What's more, it is a key problem in the deep foundation-pit engineering practice. This paper is meant to research and develop a entirely different construction technique, which is a new strutting and monitoring system used in excavation constructed practice. The system could not only monitor the excavation state, but also provide the dangerous state alarm and instruction of the treating method, which is necessary to guarantee the safety of the excavation and prevent the excavation accident.
On the base of former study, the development and characters of exaction engineering was expound perspicuity firstly. Aiming at the status and existing questions of the excavation engineering accident, the factors of controlling the formation of the excavation was analyzed generally by referencing to the abroad and internal articles, and promoted the flexible strut system that could control the strut force automatically. The mathematic model of the strut system was formed on the base of analysis the modeling method at the present time. And the mathematic software was built on the MATLAB platform.
Secondly, depending on the LabVIEW, ActiveX and OpenGL computer techniques, a monitoring system of foundation excavation was founded, which is integrated with data automatical collection, treatment and analytical evaluation, and automatically displaying the state of excavation by 3D visible simulation technology. And it takes important meaning to restrict the strain, to improve the safety of the excavation and protect the surrounding environment.
Thirdly, the reasons of the excavation engineering accidents was analyzed, and the method of preventing and treating of excavation accidents that set up a process control and security early warning system of excavation engineering using the expert prediction system.
At last, through the practice of the real project of excavation engineering using the Three Dimension Visualized Excavation Monitoring System, combining the
引文
[1] 郑红等．开发利用地下空间解决城市环境危机．福建建筑，1999，2：12～14
[2] 刘天泉等．城市地下岩土工程技术发展动向．煤炭科学技术，1999，1，Vol．27(1)：1～15
[3] Carlo Grandori. Tunnelling and underground construction in the twenty-first century. Tunnelling and Underground Space Technology, 1987, Vol.2(2): 143～145
[4] 高大钊．岩土工程的回顾与前瞻．北京：人民交通出版社，2001
[5] 唐业清，李启民，崔江余．基坑工程事故分析与处理．北京：中国建筑工业出版社，1999
[6] 黄强．深基坑支护工程设计技术．北京：中国建材工业出版社．1995
[7] 史佩栋．实用桩基工程手册．北京：中国建筑工业出版社，1999，3
[8] 路江．上海建筑百年史．上海：同济大学出版社，1999
[9] 赵锡宏，李蓓．大型超深基坑工程实践与理论．北京：人民交通出版社，2004
[10] 尉希城．支挡结构设计手册．北京：中国建筑工业出版社．1995
[11] Mana A. I, Clough G. W. Prediction of movements for braced cuts in clay. Journal of Geotechnical Engineering Division, 1981, 1Vol.07(3): 759～778
[12] Whittle A. J, Hashash M. A, Whitman R. V. Analysis of deep excavation in Boston. Journal of Geotechnical Engineering, 1998, Vol. 119(1): 69-90
[13] Jardine R. J, Fourie A. B, Burlemd J. B. Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Gcotechniquc. 1986, Vol.36(3): 377-396
[14] Tsui Y, Cheng Y. M. A fundamental study of braced excavation. Computers and Gcotechnics, 1989, Vol.8: 39-64
[15] Chang-Yu Ou, Ching-Her Lai. Finite-clement analysis of deep excavation in layered study and claycd soil deposits. Canada Gcotechnique Journal, 1994, Vol.31: 204-214
[16] Ng C W W, Ling M.L. Effects of modeling soil non-lincarity and wall installation on back-analysis of deep excavation in stiff clay. Journal of Gcotechnical Engineering, 1998, Vol. 121(10): 687-695
[17] Youssef M. A. Hashash, Andrew J. Whittle. Mechanisms of load transfer and arching for braced excavations in clay. Journal of geotechnical and gcocnvironmental engineering, March 2002 187-197
[18] Mark F. McNeilly, Mark R. Funkhouser. Design and evaluation of grouond support for the exchange place station improvements project. Gcotechnical Engineering for transportation projects, 2004 2263-2271
[19] 建筑地基基础规范选编(上海、天津、浙江、深圳)．北京：中国建筑工业出版社．1993
[20] 上海地区深基础施工指南．上海．1994
[21] A.Hemami. Fundamental analysis of automatic excavation. Journal of aerospace engineering, October 1998, 175-179
[22] Gyimah Kasali, Osamu Taki. Design and construction aspects of soil cement columns as foundation elements. Grouting and ground treatment, 2003, 540-551
[23] J. C. Jan, Shih-Lin Hung. Neural network forecast model in deep excavation. Journal of computing in civil engineering, January 2002, 59-65
[24] Chang C. S., Chao S. J. Discrete element analysis for active and passive pressure distribution on retaining wall. Computer and Geotechnics, 994, Vol. 16: 291-310
[25] Oliphannt J., Joowitt P. W., Ohno. K. E. Embeeded retaining wall design procedures: system uncertainty and fuzzy safety measures. Givil.Eng.Sytt, 1995, Vol.2: 161-177
[26] 夏明耀，曾进伦．地下工程设计施工手册．北京：中国建筑工业出版社，1999
[27] 刘建航，侯学渊．基坑工程手册．北京：中国建筑工业出版社，1997
[28] 龚晓南，高有潮．深基坑工程设计施工手册．北京：中国建筑工业出版社，1998
[29] 秦四清．深基坑工程优化设计．北京：地震出版社，1999
[30] 赵锡宏，陈志明，胡中雄．高层建筑深基坑围护工程实践与分析．上海：同济大学出版社，1996
[31] 孙均．市区基坑开挖施工的环境土工问题．地下空间，1999，Vol．19(1)：257～266
[32] Baaja M. Das. Introduction to Soil Mechanics. India: Suneel Galgotia for Galgotia Publications, 1983, 153-197.
[33] 蒋彭年．土的塑性力学．成都：成都科技大学出版社．1987
[34] Marcus M. Truitt, P. E. Soil Mechanics Technology. Englewood Cliffs: Prentice-Hall, Inc. 1983.
[35] R. F. Soil mechanics. England: Van Nostrand Reinhold Co. Ltd. 1983.107-155.
[36] 龚晓南．塑性土力学．杭州：浙江大学出版社，1990
[37] J. T. Oden, E. A. Ripperger. Mechanics of Elastic Structures. Washington: Hemisphere Publishing Corporation, 1967, 101-147.
[38] Bjerrum L, Friman clansen C. J., Duncan J. M. Earth pressures on flexible structure a state of the art report. Proe. 5th, Europen Conf. Siol Mech. Found. Eng. Madrid, Vol.2: 169-196
[39] Henkel D. J. Lateral stresses in the ground and design of earth retaining structures. Geotechnical considerations of lateral stresses Proc.Spec.Conf. 1 th, N.Y.p 1-49
[40] Fang Y. S., Ishibashi I. Static earth pressures with various wall movement. Journal of Geotechnical Engineering, 1996, Vol. 112(3): 317-333
[41] Terzaghi K. General wedge theory of earth pressure. Transcations, ASCE, 1943, 106
[42] Fang Y. S., Chen T. J., Wu B. E. Passive earth pressures with various wall movements. Journal of Geotechnical Engineering, 1994, Vol.120(8): 1307-1322
[43] Bros. B. The influence of mode retaining wall displacements on active and passive earth pressure in sand. Proe. 5th. Eur. Conf.On soil Mech., Vol. 1, Madrid, 241-249
[44] Chang-Yu Ou, Tzong-Shiann Wu. Analysis of deep excavation with column type of ground improvement in soft clay. Journal of geotechnical engineering, September 1996, 709-716
[45] Ming-Fang Chang. Basal stability analysis of braced cuts in clay. Journal of geotechnical and geoenvironvental engineering, March 2000, 276-279
[46] S. F. Su, H. J. Liao. Base stability of deep excavation in anisotropic soft caly. Journal of geotechnical and geoenvironmental engineering, September 1998, 809-819
[47] Youssef M. A. Hashash. Temperature correction and strut loads in central artery excavations. Journal of geotechnical and geoenvironmental engineering, June 2003, 495-505
[48] Willian N.Houston. Lateral load tests on drilled shafts in cemented soil. Geotechnical engineering for transportation projects, 1258-1269
[49] Hazarika H., Matsuzawa H. Wall displacement modes depend active earth pressure, analysis using smeared shear band method with two bands. Computer and Geotechnics, 1996, Vol.19(3): 193-218
[50] Zhou. S. H. Earth pressure and deep excavations on soft soil ground Second. Int. Conf. on Soft Soil Eng, Nanjing, May 1996, 27-30
[51] Ching Dai, Mordson N.J. The variable lateral pressure coefficient approaching retaining wall design. Second Conference on Soft Soil Engineering, Nanjing, May 1996, 27-30
[52] Andrew G. Cushing, Christopher J. Lewis. Temporary excavation support system for a new railway bridge and highway underpass in Pittsburgh. Geotechnical Engineering for transportation projects, 2004, 2178-2185
[53] Veerasak Likhitruangsilp. Risk-sensitive decision support system for tunnel construction. Geotechnical engineering for transportation projects, 2004, 1508-1515
[54] Richard J. Finno, Sebastian Bryson. Performance of a stiff support system in soft clay. Journal of geotechnical and geoenvironmental engineering, August 2002, 660-671
[55] Richard J. Finno, L. Sebastian Bryson. Respinse of building adjacent to stiff excavation support system in soft clay. Journal of performance of constructed facilities, February 2002, 10-20
[56] Kenneth B. Andromalos, Eric W. Bahner. The application of various deep mixing methods for excavation support systems. Grouting and ground treatment, 2003, 515-526
[57] Paul R. Macklin, Donald Berger. Case history: micropile use for temporary excavation support. GEO-Support, 2004, 1-9
[58] 张云．土质隧道土压力和地层位移的离心模型试验及数值模拟研究：[博士论文]．南京：河海大学土木工程学院，2000
[59] Heuer, Ronald. Important Ground Parameters in Soft Ground Tunneling. Subsurface Exploration For Underground Excavation and Heavy Construction, New England College, Henniker, NH. New York. ASCE, 1974, 41～55
[60] 张茂军．虚拟现实系统．北京：科学出版社，2001
[61] 杨乐平，李海涛，杨磊．LabVIEW程序设计与应用．北京：电子工业出版社，2004
[62] 杨乐平，李海涛，赵勇，杨磊．LabVIEW高级程序设计．北京：清华出版社，2003
[63] K. McQuiston Barbara. Virtual Instruments for Use in Test Systems Development. AUTOTESTCOM(Proceeding), 1993, 639～642
[64] Ince, Firat. A PC based data acquisition and signal processing system for measuring the baroreceptor sensitivity. Proc. IASTED Intemat. Conf. Sign. Proces. Pattern Recogn. Appl. Rhodes, Greece, 2003. int. Assoc. of Science and Technology for Development, 2003: 93～ 97
[65] A. Bhandari, M. H. Shor. Access to an instructional control laboratory experiment through the World Wide Web, in: Proceeding of the 1998 American Control Conference, Philadelphia, 1998, 13191～325
[66] 孙增圻．智能控制理论与技术．北京：清华大学出版社，1997．
[67] 吴泉源，刘江宁．人工智能与专家系统．湖南：国防科技大学出版社，1995
[68] 何新贵．知识处理与专家系统．北京：国防工业出版社，1990
[69] 冯夏庭，林韵梅．岩石力学与工程专家系统．沈阳：辽宁科学技术出版社，1993
[70] Dr.-Ing. Yasser, El-Mossanllamy. Monitoring in Geotechnical Engineering: possibilities, advantages and limits. GEO JORDAN, 2004, 323-334.
[71] Toshio Maejima, Hiroshi Morioka. Evaluation of loosened zones on excavation of a large underground rock cavern and application of observational construction techniques. Tunnelling and underground space technology, 2003Vol. 18: 223-232
[72] Takeshi Asano, Mototsugu Ishihara. An observational excavation control method for adjacent mountain tunnels. Tunnelling and underground space technology, 2003, Vol. 18: 291-301
[73] James, R. G, Bransby. P. L. Experimental and theoretical investigations of a passive pressure problem. Geotechnique, 1970 Vol.20(1): 17-37
[74] Clough. G, Wayne, Reed Michael W. Measured behavior of braced wall in very soft clay. Journal of Getechnical Engineering, 1984, Vol. 110(1): 1-19
[75] Peck R. B. Earth pressure measurements in open engineering, 1943,108
[76] Pascal Amary, Denis Cattelan. A new sensor for trench depth monitoring the TDM 200. Proceedings of SPIE, 2004, Vol.5343: 244-254
[77] 赵报赛，朱振华，李华．反分析法在基坑开挖数值分析中的应用．工程勘察，1996，Vol．4：1-4
[78] 朱合华，杨林德，桥本正．深基坑工程动态施工反演分析与变形预报．岩土工程学报，1998，Vol．20(4)：30-35
[79] Masahiro Imbe, Hiroyuki Okui. Monitoring and analysis of implemented infiltration system over past 20 years. Urban Drainage, 2002, 1-10
[80] Fook-Hou Lee, Kwet-Yew Yong. Effect of comers in strutted excavations: field monitoring and case histories. Journal of geotechnical and geoenvironmental engineering, April 1998, 339-349
[81] Ho. S. K. and Rowe R. K. Predicted behavior of two centrifugal model soil walls. Journal of Geotechnical Engineering, 1994, Vol. 120(10): 1845-1873
[82] N. M. da C. Guerra. Vertical stability of anchored concrete soldier-pile walls in clay. Journal of geotechnical and geoenvironmental engineering, December 2004, 1259-1270
[83] Chu Eu HO. Stabilization of deep open excavation in soft soil by jet grouting. Grouting and ground treatment, 269-280
[84] Boonchai Ukritchon. Undrained stability of braced excavatons in clay. Journal of geotechnical ann geoenwronmental engineermg, August 2003, 738-755
[85] Charles W. W. Ng. Observed performance of multipropped excavation in stiff clay. Journal of geotechnical and geoenvironmental engineering, September1998, 889-905
[86] Chungsik Yoo. Behavior of braced and anchored walls in soils overlying rock. Journal of geotechnical and geoenvironmental engineering, March 2001, 225-233
[87] S. J. Boone, A. M. Crawford. Braced excavations: temperature, elastic modulus, and strut loads. Journal of geotechnical and geoenvironmental engineering, October 2000, 870-881
[88] M. R. Jafari, V. Nasri. Compensation grouting, laboratory and field investigations. Geotechnical engineering for transportation projects, 1894-1904
[89] A. Godio, L. Sambuelli. Geophysical investigation to optimize excavation of an underground marble quarry in Stazzema, Italy, The leading edge, June 2003, 574-578
[90] Youssef M. A. Hashash. Ground movement prediction for deep excavations in soft clay. Journal of geotechnical engineering, June 1996, 474-486
[91] T. D. O'Rourke. Deep rotational stability of Tiedback excavations in clay. Journal of geotechnical and geoenvironmental engineering, June 1997, 506-515
[92] O'Rourke T. D. and O'Donncll C, J. Field behavior of excavation stabilized by deep soil mixing. Journal of Geotechnical and Geoenvironmental Engineering, 1997, Vol. 123(6): 516-524
[93] T. I. Addenbrooke, D. M. Potts. Displacement flexibility number for multipropped retaining wall design. Journal of geotechnical and geoenvironmental engineering, August 2000, 718-726
[94] Donald Heam, M. Pauline Baker. 计算机图形学. 北京: 电子工业出版社, 1998
[95] Richard S. Wright, Jr. Micharl Sweet. OpenGL 超级宝典. 北京: 人民邮电出版社, 2001
[96] A. R. Dennis. A Overview of Rendering Techniques. Computer & Graphics, 1990, Vol.4.No. 1, pp: 101～115
[97] E. Catmull. Subdivision Algorithm for Computer Display of Curved Surfaces. Ph.D. Thesis, Dept. of Computer Science, Univ. of Utah, Salt Lake City, Utah, 1974
[98] 洪嘉振著，计算多体系统动力学．北京：高等教育出版社，1999
[99] E. A. Bier, K. R. Sloan. Two-part Texture Mappings. IEEE Computer Graphics Applications, 1986, Vol.6(9)
[100] 唐荣锡，汪佳业，彭群生．计算机图形学教程．北京：科学出版社，2000
[101] 和平鸽工作室编著．三维图形系统开发与实用技术．北京：清华大学出版社，2003
[102] Y. M. A. Hashash. Systematic update of a deep excavation model using field performance data. Computer and geotechnics, 2003Vol.30: 477-488
[103] M. Cai. Assessment of excavation damaged zone using a micromechanics model. Tunnelling and underground space technology, 2005, Vol.20: 301-310
[104] Walter J. Karplus, Analog simulation solution of field problems. New York: McGraw-Hill, 1958.
[105] 张剑清，张祖勋，徐芳等，城区大比例尺影像三维景观重建．武汉测绘科技大学学 报，1998，Vol．(4)：355～358．
[106] 朱英浩，张祖勋，张剑清．顾及地形的城市三维可视化方法研究．武汉测绘科技大学学报，1998，Vol．23(3)：199～203
[107] 朱庆，张庆珩．基于摄影测量的逼真地形显示技术．铁道学报，1998，Vol．17(3)：81～85
[108] 田宜平，刘刚，韩志军等．三维地理信息系统中纹理的非参数映射及矢量剪切．地质科技情报，2000，Vol．19(2)：103～106
[109] 徐青，朱彩英．利用遥感图像生成地形三维实景图．计算机辅助设计与图形学学报，1996，Vol．8(5)：340～344
[110] 李平湘．航空影像与数字地面模型的配准．武汉测绘科技大学学报，1995，Vol．20(3)：202～207
[111] 朱英浩，张祖勋，张剑清．城市景观实时三维景观动画的实现．测绘信息与工程，2000．Vol．1：12～15
[2] 刘天泉等．城市地下岩土工程技术发展动向．煤炭科学技术，1999，1，Vol．27(1)：1～15
[3] Carlo Grandori. Tunnelling and underground construction in the twenty-first century. Tunnelling and Underground Space Technology, 1987, Vol.2(2): 143～145
[4] 高大钊．岩土工程的回顾与前瞻．北京：人民交通出版社，2001
[5] 唐业清，李启民，崔江余．基坑工程事故分析与处理．北京：中国建筑工业出版社，1999
[6] 黄强．深基坑支护工程设计技术．北京：中国建材工业出版社．1995
[7] 史佩栋．实用桩基工程手册．北京：中国建筑工业出版社，1999，3
[8] 路江．上海建筑百年史．上海：同济大学出版社，1999
[9] 赵锡宏，李蓓．大型超深基坑工程实践与理论．北京：人民交通出版社，2004
[10] 尉希城．支挡结构设计手册．北京：中国建筑工业出版社．1995
[11] Mana A. I, Clough G. W. Prediction of movements for braced cuts in clay. Journal of Geotechnical Engineering Division, 1981, 1Vol.07(3): 759～778
[12] Whittle A. J, Hashash M. A, Whitman R. V. Analysis of deep excavation in Boston. Journal of Geotechnical Engineering, 1998, Vol. 119(1): 69-90
[13] Jardine R. J, Fourie A. B, Burlemd J. B. Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Gcotechniquc. 1986, Vol.36(3): 377-396
[14] Tsui Y, Cheng Y. M. A fundamental study of braced excavation. Computers and Gcotechnics, 1989, Vol.8: 39-64
[15] Chang-Yu Ou, Ching-Her Lai. Finite-clement analysis of deep excavation in layered study and claycd soil deposits. Canada Gcotechnique Journal, 1994, Vol.31: 204-214
[16] Ng C W W, Ling M.L. Effects of modeling soil non-lincarity and wall installation on back-analysis of deep excavation in stiff clay. Journal of Gcotechnical Engineering, 1998, Vol. 121(10): 687-695
[17] Youssef M. A. Hashash, Andrew J. Whittle. Mechanisms of load transfer and arching for braced excavations in clay. Journal of geotechnical and gcocnvironmental engineering, March 2002 187-197
[18] Mark F. McNeilly, Mark R. Funkhouser. Design and evaluation of grouond support for the exchange place station improvements project. Gcotechnical Engineering for transportation projects, 2004 2263-2271
[19] 建筑地基基础规范选编(上海、天津、浙江、深圳)．北京：中国建筑工业出版社．1993
[20] 上海地区深基础施工指南．上海．1994
[21] A.Hemami. Fundamental analysis of automatic excavation. Journal of aerospace engineering, October 1998, 175-179
[22] Gyimah Kasali, Osamu Taki. Design and construction aspects of soil cement columns as foundation elements. Grouting and ground treatment, 2003, 540-551
[23] J. C. Jan, Shih-Lin Hung. Neural network forecast model in deep excavation. Journal of computing in civil engineering, January 2002, 59-65
[24] Chang C. S., Chao S. J. Discrete element analysis for active and passive pressure distribution on retaining wall. Computer and Geotechnics, 994, Vol. 16: 291-310
[25] Oliphannt J., Joowitt P. W., Ohno. K. E. Embeeded retaining wall design procedures: system uncertainty and fuzzy safety measures. Givil.Eng.Sytt, 1995, Vol.2: 161-177
[26] 夏明耀，曾进伦．地下工程设计施工手册．北京：中国建筑工业出版社，1999
[27] 刘建航，侯学渊．基坑工程手册．北京：中国建筑工业出版社，1997
[28] 龚晓南，高有潮．深基坑工程设计施工手册．北京：中国建筑工业出版社，1998
[29] 秦四清．深基坑工程优化设计．北京：地震出版社，1999
[30] 赵锡宏，陈志明，胡中雄．高层建筑深基坑围护工程实践与分析．上海：同济大学出版社，1996
[31] 孙均．市区基坑开挖施工的环境土工问题．地下空间，1999，Vol．19(1)：257～266
[32] Baaja M. Das. Introduction to Soil Mechanics. India: Suneel Galgotia for Galgotia Publications, 1983, 153-197.
[33] 蒋彭年．土的塑性力学．成都：成都科技大学出版社．1987
[34] Marcus M. Truitt, P. E. Soil Mechanics Technology. Englewood Cliffs: Prentice-Hall, Inc. 1983.
[35] R. F. Soil mechanics. England: Van Nostrand Reinhold Co. Ltd. 1983.107-155.
[36] 龚晓南．塑性土力学．杭州：浙江大学出版社，1990
[37] J. T. Oden, E. A. Ripperger. Mechanics of Elastic Structures. Washington: Hemisphere Publishing Corporation, 1967, 101-147.
[38] Bjerrum L, Friman clansen C. J., Duncan J. M. Earth pressures on flexible structure a state of the art report. Proe. 5th, Europen Conf. Siol Mech. Found. Eng. Madrid, Vol.2: 169-196
[39] Henkel D. J. Lateral stresses in the ground and design of earth retaining structures. Geotechnical considerations of lateral stresses Proc.Spec.Conf. 1 th, N.Y.p 1-49
[40] Fang Y. S., Ishibashi I. Static earth pressures with various wall movement. Journal of Geotechnical Engineering, 1996, Vol. 112(3): 317-333
[41] Terzaghi K. General wedge theory of earth pressure. Transcations, ASCE, 1943, 106
[42] Fang Y. S., Chen T. J., Wu B. E. Passive earth pressures with various wall movements. Journal of Geotechnical Engineering, 1994, Vol.120(8): 1307-1322
[43] Bros. B. The influence of mode retaining wall displacements on active and passive earth pressure in sand. Proe. 5th. Eur. Conf.On soil Mech., Vol. 1, Madrid, 241-249
[44] Chang-Yu Ou, Tzong-Shiann Wu. Analysis of deep excavation with column type of ground improvement in soft clay. Journal of geotechnical engineering, September 1996, 709-716
[45] Ming-Fang Chang. Basal stability analysis of braced cuts in clay. Journal of geotechnical and geoenvironvental engineering, March 2000, 276-279
[46] S. F. Su, H. J. Liao. Base stability of deep excavation in anisotropic soft caly. Journal of geotechnical and geoenvironmental engineering, September 1998, 809-819
[47] Youssef M. A. Hashash. Temperature correction and strut loads in central artery excavations. Journal of geotechnical and geoenvironmental engineering, June 2003, 495-505
[48] Willian N.Houston. Lateral load tests on drilled shafts in cemented soil. Geotechnical engineering for transportation projects, 1258-1269
[49] Hazarika H., Matsuzawa H. Wall displacement modes depend active earth pressure, analysis using smeared shear band method with two bands. Computer and Geotechnics, 1996, Vol.19(3): 193-218
[50] Zhou. S. H. Earth pressure and deep excavations on soft soil ground Second. Int. Conf. on Soft Soil Eng, Nanjing, May 1996, 27-30
[51] Ching Dai, Mordson N.J. The variable lateral pressure coefficient approaching retaining wall design. Second Conference on Soft Soil Engineering, Nanjing, May 1996, 27-30
[52] Andrew G. Cushing, Christopher J. Lewis. Temporary excavation support system for a new railway bridge and highway underpass in Pittsburgh. Geotechnical Engineering for transportation projects, 2004, 2178-2185
[53] Veerasak Likhitruangsilp. Risk-sensitive decision support system for tunnel construction. Geotechnical engineering for transportation projects, 2004, 1508-1515
[54] Richard J. Finno, Sebastian Bryson. Performance of a stiff support system in soft clay. Journal of geotechnical and geoenvironmental engineering, August 2002, 660-671
[55] Richard J. Finno, L. Sebastian Bryson. Respinse of building adjacent to stiff excavation support system in soft clay. Journal of performance of constructed facilities, February 2002, 10-20
[56] Kenneth B. Andromalos, Eric W. Bahner. The application of various deep mixing methods for excavation support systems. Grouting and ground treatment, 2003, 515-526
[57] Paul R. Macklin, Donald Berger. Case history: micropile use for temporary excavation support. GEO-Support, 2004, 1-9
[58] 张云．土质隧道土压力和地层位移的离心模型试验及数值模拟研究：[博士论文]．南京：河海大学土木工程学院，2000
[59] Heuer, Ronald. Important Ground Parameters in Soft Ground Tunneling. Subsurface Exploration For Underground Excavation and Heavy Construction, New England College, Henniker, NH. New York. ASCE, 1974, 41～55
[60] 张茂军．虚拟现实系统．北京：科学出版社，2001
[61] 杨乐平，李海涛，杨磊．LabVIEW程序设计与应用．北京：电子工业出版社，2004
[62] 杨乐平，李海涛，赵勇，杨磊．LabVIEW高级程序设计．北京：清华出版社，2003
[63] K. McQuiston Barbara. Virtual Instruments for Use in Test Systems Development. AUTOTESTCOM(Proceeding), 1993, 639～642
[64] Ince, Firat. A PC based data acquisition and signal processing system for measuring the baroreceptor sensitivity. Proc. IASTED Intemat. Conf. Sign. Proces. Pattern Recogn. Appl. Rhodes, Greece, 2003. int. Assoc. of Science and Technology for Development, 2003: 93～ 97
[65] A. Bhandari, M. H. Shor. Access to an instructional control laboratory experiment through the World Wide Web, in: Proceeding of the 1998 American Control Conference, Philadelphia, 1998, 13191～325
[66] 孙增圻．智能控制理论与技术．北京：清华大学出版社，1997．
[67] 吴泉源，刘江宁．人工智能与专家系统．湖南：国防科技大学出版社，1995
[68] 何新贵．知识处理与专家系统．北京：国防工业出版社，1990
[69] 冯夏庭，林韵梅．岩石力学与工程专家系统．沈阳：辽宁科学技术出版社，1993
[70] Dr.-Ing. Yasser, El-Mossanllamy. Monitoring in Geotechnical Engineering: possibilities, advantages and limits. GEO JORDAN, 2004, 323-334.
[71] Toshio Maejima, Hiroshi Morioka. Evaluation of loosened zones on excavation of a large underground rock cavern and application of observational construction techniques. Tunnelling and underground space technology, 2003Vol. 18: 223-232
[72] Takeshi Asano, Mototsugu Ishihara. An observational excavation control method for adjacent mountain tunnels. Tunnelling and underground space technology, 2003, Vol. 18: 291-301
[73] James, R. G, Bransby. P. L. Experimental and theoretical investigations of a passive pressure problem. Geotechnique, 1970 Vol.20(1): 17-37
[74] Clough. G, Wayne, Reed Michael W. Measured behavior of braced wall in very soft clay. Journal of Getechnical Engineering, 1984, Vol. 110(1): 1-19
[75] Peck R. B. Earth pressure measurements in open engineering, 1943,108
[76] Pascal Amary, Denis Cattelan. A new sensor for trench depth monitoring the TDM 200. Proceedings of SPIE, 2004, Vol.5343: 244-254
[77] 赵报赛，朱振华，李华．反分析法在基坑开挖数值分析中的应用．工程勘察，1996，Vol．4：1-4
[78] 朱合华，杨林德，桥本正．深基坑工程动态施工反演分析与变形预报．岩土工程学报，1998，Vol．20(4)：30-35
[79] Masahiro Imbe, Hiroyuki Okui. Monitoring and analysis of implemented infiltration system over past 20 years. Urban Drainage, 2002, 1-10
[80] Fook-Hou Lee, Kwet-Yew Yong. Effect of comers in strutted excavations: field monitoring and case histories. Journal of geotechnical and geoenvironmental engineering, April 1998, 339-349
[81] Ho. S. K. and Rowe R. K. Predicted behavior of two centrifugal model soil walls. Journal of Geotechnical Engineering, 1994, Vol. 120(10): 1845-1873
[82] N. M. da C. Guerra. Vertical stability of anchored concrete soldier-pile walls in clay. Journal of geotechnical and geoenvironmental engineering, December 2004, 1259-1270
[83] Chu Eu HO. Stabilization of deep open excavation in soft soil by jet grouting. Grouting and ground treatment, 269-280
[84] Boonchai Ukritchon. Undrained stability of braced excavatons in clay. Journal of geotechnical ann geoenwronmental engineermg, August 2003, 738-755
[85] Charles W. W. Ng. Observed performance of multipropped excavation in stiff clay. Journal of geotechnical and geoenvironmental engineering, September1998, 889-905
[86] Chungsik Yoo. Behavior of braced and anchored walls in soils overlying rock. Journal of geotechnical and geoenvironmental engineering, March 2001, 225-233
[87] S. J. Boone, A. M. Crawford. Braced excavations: temperature, elastic modulus, and strut loads. Journal of geotechnical and geoenvironmental engineering, October 2000, 870-881
[88] M. R. Jafari, V. Nasri. Compensation grouting, laboratory and field investigations. Geotechnical engineering for transportation projects, 1894-1904
[89] A. Godio, L. Sambuelli. Geophysical investigation to optimize excavation of an underground marble quarry in Stazzema, Italy, The leading edge, June 2003, 574-578
[90] Youssef M. A. Hashash. Ground movement prediction for deep excavations in soft clay. Journal of geotechnical engineering, June 1996, 474-486
[91] T. D. O'Rourke. Deep rotational stability of Tiedback excavations in clay. Journal of geotechnical and geoenvironmental engineering, June 1997, 506-515
[92] O'Rourke T. D. and O'Donncll C, J. Field behavior of excavation stabilized by deep soil mixing. Journal of Geotechnical and Geoenvironmental Engineering, 1997, Vol. 123(6): 516-524
[93] T. I. Addenbrooke, D. M. Potts. Displacement flexibility number for multipropped retaining wall design. Journal of geotechnical and geoenvironmental engineering, August 2000, 718-726
[94] Donald Heam, M. Pauline Baker. 计算机图形学. 北京: 电子工业出版社, 1998
[95] Richard S. Wright, Jr. Micharl Sweet. OpenGL 超级宝典. 北京: 人民邮电出版社, 2001
[96] A. R. Dennis. A Overview of Rendering Techniques. Computer & Graphics, 1990, Vol.4.No. 1, pp: 101～115
[97] E. Catmull. Subdivision Algorithm for Computer Display of Curved Surfaces. Ph.D. Thesis, Dept. of Computer Science, Univ. of Utah, Salt Lake City, Utah, 1974
[98] 洪嘉振著，计算多体系统动力学．北京：高等教育出版社，1999
[99] E. A. Bier, K. R. Sloan. Two-part Texture Mappings. IEEE Computer Graphics Applications, 1986, Vol.6(9)
[100] 唐荣锡，汪佳业，彭群生．计算机图形学教程．北京：科学出版社，2000
[101] 和平鸽工作室编著．三维图形系统开发与实用技术．北京：清华大学出版社，2003
[102] Y. M. A. Hashash. Systematic update of a deep excavation model using field performance data. Computer and geotechnics, 2003Vol.30: 477-488
[103] M. Cai. Assessment of excavation damaged zone using a micromechanics model. Tunnelling and underground space technology, 2005, Vol.20: 301-310
[104] Walter J. Karplus, Analog simulation solution of field problems. New York: McGraw-Hill, 1958.
[105] 张剑清，张祖勋，徐芳等，城区大比例尺影像三维景观重建．武汉测绘科技大学学 报，1998，Vol．(4)：355～358．
[106] 朱英浩，张祖勋，张剑清．顾及地形的城市三维可视化方法研究．武汉测绘科技大学学报，1998，Vol．23(3)：199～203
[107] 朱庆，张庆珩．基于摄影测量的逼真地形显示技术．铁道学报，1998，Vol．17(3)：81～85
[108] 田宜平，刘刚，韩志军等．三维地理信息系统中纹理的非参数映射及矢量剪切．地质科技情报，2000，Vol．19(2)：103～106
[109] 徐青，朱彩英．利用遥感图像生成地形三维实景图．计算机辅助设计与图形学学报，1996，Vol．8(5)：340～344
[110] 李平湘．航空影像与数字地面模型的配准．武汉测绘科技大学学报，1995，Vol．20(3)：202～207
[111] 朱英浩，张祖勋，张剑清．城市景观实时三维景观动画的实现．测绘信息与工程，2000．Vol．1：12～15