ZZLS生态护坡材料的劣化及其相关特性试验研究
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摘要
本论文所研究的ZZLS绿色生态护坡材料是一种强度高、抗侵蚀能力强,且草、花、灌木等植被均可生长的“人造土壤”,能将护坡与绿化两道工序合二为一,加快建设速度和降低护坡绿化的综合造价,因此ZZLS绿色生态护坡材料是一种新型的生态环境材料。
     目前所有的研究都集中生态护坡材料单一的性能方面,比如成型机理、植生机理、护坡机理以及生态机理等,并没有把这些机理有机地统一起来进行系统分析;在国内对于生态材料研究还处于刚刚起步阶段,尚无人通过强度、声波波速、回弹值之间的关系来研究生态材料的宏观和微观特性;并且材料是一种新型的生态材料,大多数研究方向还停留在材料的前期研究(植生机理、护坡机理、生态机理等),还没有人研究生态材料的劣化、耐久性以及寿命这些材料的长期性能研究。本文试图通过室内试样和原状试样的室内伺服机压力试验和非破损检测技术,以及室内加速试验和灰色模型预测方法等对ZZLS材料的特性做较为深入的研究,更好的应用于生产实践。
     本论文研究的内容主要有:
     (1)详细系统地阐述了ZZLS绿色生态护坡材料的组成、施工流程、材料成型机理、植生机理、强度增长机理、护坡机理、生态环境效应、植被选择原则及类型、材料的智能喷灌技术等性能的研究,并通过野外种植试验和生态停车场的成功应用,进一步说明ZZLS材料是一种新型的、多功能的绿色生态护坡材料。
     (2)介绍了常见材料的破坏因素,进而分析研究ZZLS材料的破坏因素,并引进循环劣化疲劳累积理论来分析ZZLS材料破坏的特点,进行了ZZLS材料的强度试验、声波试验、回弹试验以及干湿循环试验设计。
     (3)通过室内制备ZZLS不同系列材料的试件和现场取得的原状试样,在室内进行了抗压强度试验,详细地分析材料的应力—应变过程及曲线特点,同时研究抗压强度与水泥质量掺量之间的关系;在室内试验中,用非破损的声波和回弹测试技术,对ZZLS材料强度进一步做出研究,并系统研究了声波波速、回弹值与抗压强度的关系,并对其规律进行了分析和讨论。
     (4)在室内进行加速劣化试验,由于ZZLS材料是一种复合材料,在自然环境中劣化的因素有很多不确定因素,抓住影响材料劣化的主要环境因素温度、湿度的变化引起的干湿交替。随着循环次数的变化,对ZZLS材料的宏观现象的变化的特点进行详细描述,并总结出试件质量损失、强度损失、劣化损伤变量与循环次数之间的规律特征。
ZZLS is a kind of green ecological material with high strength and great erosion resistance. It can also be named "the artificial soil" which such vegetable as grass, flower and bush can grow well in. Consequently, we not only gain the object of slope protection, but also have a good green environmental effect, so the construction speed is faster and the price is lower. Then, ZZLS is a new eco-material.
    At the present time, the whole research are focus on single performances, such as molding theory, plant growth theory, slope protection theory, and ecological theory, etc, which aren't united to make system analyses. On the eco-materials, domestic study is in initial step, nobody can study macro-character and micro-character through strength, wave velocity and resilience coefficient. Due to a new eco-material, most of the researches are concentrated on formal performance study, the long-period performance on ecological materials, which are deterioration, durability and lifespan, aren't analyzed. Through pressure test, non-destructive inspection and accelerated test of indoor sample and undisturbed sample, ZZLS is made profound analysis incorporated with gray model prediction method, so that we can grasp the property to apply to engineering construction.
    The paper is formulated on material composition, construction procedure, molding theory, plant growth theory, strength growth theory, slope protection theory, ecological effect, plant selection principle and style, intelligence spray irrigation, etc. Through successful application of field planting test and ecological parking lot, ZZLS is a new multi- function green ecological slope protection material.
    According to the damage factors of common materials, ZZLS damage factors are introduced and analyzed. Then, the damage features are analyzed through loop fatigue accumulated theory, so the paper can design strength test, wave velocity test, resilience test and alternation test of wetting and drying.
    Through different level indoor sample and undisturbed sample, the paper can design compression strength test to analyze stress-strain curve and gain the relation between compression strength and cement blend ratio. In indoor test, the non-destructive inspection techniques, such as wave velocity test and resilience test, are studied to acquire the relation among wave velocity, resilience parameter and compression strength and analyze the regularity.
    In indoor accelerated deterioration test, due to the composite material, there are many uncertain influence factors in natural environment deterioration, but the principle factor is alternation of wetting and drying generated from temperature and humidity. With loop number
引文
[1] 张季如.绿色生态护坡材料与边坡侵蚀防护技术的研究.武汉理工大学博士论文,2002.
    [2] 张雄兵.ZZLS-绿色生态护坡材料的成形机理及应用研究.武汉理工大学硕士论文,2004.
    [3] 胡在良.生态护坡材料微孔分形特性的试验研究.武汉理工大学硕士论文,2005.
    [4] Evan Cauwelaert. The split tensile test applied to rectangular concrete blocks numerical and analytical approach. Materials and Structures.
    [5] 张季如、朱瑞赓、程序桥.土工格室用于岩石边坡植被侵蚀防护的稳定性分析.岩土力学.
    [6] 张季如、朱瑞赓、祝文化.边坡侵蚀防护种植机的微观结构研究.水土保持学报.
    [7] 张季如、夏银飞、朱瑞赓.岩石边坡植被抗侵蚀技术的研究.首届全国环境岩土工程与土工合成材料技术学术大会论文集.
    [8] 朱瑞赓、张雄兵、李梅春.绿色生态露天停车场的设计与施工.土工基础,Vol.17,No.1,Mar.,2003.
    [9] 朱瑞赓,张雄兵,孙吉主.绿色生态材料用于露天停车场的研究.土工基础,2003,17(2).
    [10] 李峰,赵涛,朱瑞赓.绿色生态材料在矿山高边坡防护中得应用.岩石力学与工程学报,2005.
    [11] 张俊云,李绍才,周德培.岩石边坡植被护坡技术(1)-植被护坡简介.路基工程,2000(5).
    [12] 张俊云,李绍才,周德培.岩石边坡植被护坡技术(2)-厚层基材的组成及特性.路基工程,2000(5).
    [13] 张俊云,李绍才,周德培.岩石边坡植被护坡技术(3)-厚层基材喷射植被护坡设计及施工.路基工程,2000(6).
    [14] 张俊云,周德培,李绍才.岩石边坡生态护坡研究简介.水土保持学报,2000,20(4).
    [15] 张俊云,周德培,李绍才.厚层基材喷射护坡试验研究.水土保持学报,2001,21(4).
    [16] 张俊云,周德培,李绍才.高速公路岩石边坡绿化方法探讨.岩石力学与工程学报,2002,21(9):1400~1403.
    [17] 张俊云,周德培,李绍才.岩石边坡生态种植基试验研究.岩石力学与工程学报,2001,20(2):239~242.
    [18] 张俊云,周德培,李绍才.厚层基材喷射种植基的物理特性.岩石力学与工程学报,2001,20(增):1010~1014.
    [19] 王涛.贵开公路岩石路堑喷射植被护坡施工技术。公路交通技术.2002(1).
    [20] 李锁平.三维土工网垫路基边坡防护.公路,2002(4).
    [21] 朱剑云,吴江.三维植被网路基边坡防护.中外公路,2002,22(4).
    [22] 林伟.高速公路路堑边坡防护绿化景观综合处置.中外公路,2002,22(3).
    [23] 彭清波.高速公路绿化美化几个问题的探讨.中外公路 2002,22(3).
    [24] 张世绥.高等级公路边坡的生物防护技术.公路,2002(9).
    [25] 韩冬卿.公路路堑边坡防护技术研究.公路,2002(9).
    [26] 成子满,潘凤文.三维加固土网垫结合植被护坡的施工.公路,2002(9).
    [27] 陈向阳.石质边坡绿化在漳龙高速公路上的应用.公路,2002(11).
    [28] 王保龙,邹胜文.废旧轮胎在岩石坡面固土绿化中的应用.公路,2003(2).
    [29] 欧宁,李轩,陈永安.高速公路岩质及不稳定边坡工程与生物防护结合技术研究.公路,2003(1).
    [30] 查轩,唐克丽,张科利等.植被对土壤特性及土壤侵蚀的影响研究[J].水土保持学报,1992,6(2):52~59.
    [31] Carroll C, Halpin M, Burger P, et al. The effect of crop type, crop rotation, and tillage practice on runoff and soil loss on a Vertisol in central Qweenland[J]. Aust. J. Soil Res., 1997, 35: 925~939.
    [32] Gilly J E, Risse L M. Runoff and soil loss as affected by the application of manure[J]. Transaction of the ASAE, 2000, 43 (6): 1583~1588.
    [33] 张光辉,梁一民.植被盖度对水土保持功效影响的研究综述[J].水土保持研究,1996,3(2):104~110.
    [34] Ministry of works and transport (Nepal). Use of bio-engineering in the road sector (Geo-environmental unit). 1999, 9.
    [35] 高维森,王佑民.土壤抗蚀抗冲性研究综述[J].水土保持通报.1992,12(5):59~63.
    [36] Carroll C, Merton L, Burger P. Impact of vegetation cover and slope on runoff, erosion, and water quality for field plots on a range of soil and spoil materials on central Queenlands coal mines[J]. Aust. J. Soil Res., 2000, 38: 313-327
    [37] 吴彦,刘世全,王金锡.植物根系对土壤抗侵蚀能力的影响[J].应用与环境生物学报.1997,3(2):119~124.
    [38] 王大力,尹澄清.植物根孔在土壤生态系统中的功能[J].生态学报,2000,20(5):869~874.
    [39] Gilly J E, Risse L M. Runoff and soil loss as affected by the application of manure[J]. Transaction of the ASAE, 2000, 43 (6): 1583~1588
    [40] Barthes B, Azontonde A, Boll B Z et al. Field scale run off and ersion in relating to topsoil aggregate stability in three tropical region soils in Cameroon, Mexico[J]. European Journal of Soil Science, 2000, 51: 485~495.
    [41] Brown L C, Norton L D. Surface residue effects on soil erosion from ridges of different soils and formation[J]. Transaction of the ASCE, 1994, 37(5): 1515~1524.
    [42] Ghidey F, Alberts E E. Plant root effects on soil erodibilty, splash detachment, soil strength, and aggregate stability[J]. Transaction of the ASCE, 1997, 40(1): 129~135.
    [43] 周雄华.川西高寒地区岩质陡边坡生态护坡技术研究.成都理工大学环境与土木工程学院.2004.6.
    [44] 邹维列,蒋英明,林小玲。高速公路岩石边坡客土喷播生态防护技术的应用。国外建材科技.2004,24(5):40-42.
    [45] 石玉章,杨文杰,钱峥.地质学基础,石油大学出版社,2003:(38-42)
    [46] 张国学,刘晓杭。温度对混凝土材料性能的影响,华东公路,2000(1):56-57。
    [47] 过镇海.混凝土的强度和本构关系—原理和关系.中国建筑工业出版社,2004:11-18
    [48] 朱立军,李景阳.碳酸盐岩风化成土作用及其环境效应.地质出版社,2004:79-80。
    [49] 冯乃谦.实用混凝土大全.科学出版社,2001:530
    [50] 曹楚南.中国材料的自然环境腐蚀,化学工业出版社,2005:75-80.
    [51] Nordin A R. Bioengineering to ecoengineering. Part one: the many names. International Group of Bioengineers Newsletter, 1993(3).
    [52] Morgan R R C, Rickson R J. Slope Stabilization and Erosion Control: A Bioengineering Approach. E & E N Spon, London. 1995: 274.
    [53] 周跃. Effects of the Yunnan Pine (Pinus yunnanensis French) on Soil Erosion Control and Soil reinforcement in the Hutiaoxia Gorge, Southwest China. (博土论文). University of Hull, 1997.
    [54] Coppin N J, Richards I G (eds). Use of Vegetation in Civil Engineering. CIRIA, Butterworths. 1990: 292.
    [55] A case study of lateral roots of Pinus yunnanensis on shallow soil reinforcement. Forest Ecology and Management. 1997(103): 107~120.
    [56] Lee I W Y. A review of vegetative slope stabilization. J. Hong Kong Inst. of Engineer, 1985, 13 (7): 9~12.
    [57] Gray D H, Sotir B R. Biotechnical and Soil Bioengineering Slope Stabilization: a practical guide for erosion control. John Wiley & Sons, Toronto, 1996.
    [58] Sotir R B. Soil bioengineering experiences in North America. In: Barker D H. Vegetation and Slopes Stabilization, protection and ecology. Thomas Telford. London, 1995. 190~201.
    [58] Brow F, Clark J. The West Coast Road in St Lucia, an approach to slope stabilization. In: Barker D H. Vegetation and Slopes Stabilization, protection and ecology. Thomas Telford. London. 1995. 172~183.
    [59] Rose S J C. The Three Peaks Project: Tackling footpath erosion. In Erosion Knows No Boundaries, International Erosion Control Association, Steamboat Springs, CO., 1989. 371~387.
    [60] The Research of Formation Mechanism and Application of Parking Lot on Green Ecological Building Material. The International Symposium on Innovation & Sustainability of Structures in Civil Engineering——Including Seismic Engineering, 2005.
    [61] 高占武.喷射混凝土施工工艺.铁道建筑技术,No.5,1994
    [62] 张汉生,胡泉灵.喷射混凝土机械手喷头结构及其变幅的计算.西安矿业学院学报,No.3,1994
    [63] 原田正一,尾崎省太郎(日).射流工程学(陆润林,郭秉荣译).科学出版社,1977
    [64] C A阿特曼斯基,K H加夫里洛夫.喷射混凝土料束的射流规律.煤炭掘进技术译文集.北京:煤炭工业出版社,1978:155~159
    [65] 张明,张庆寿.湿喷混凝土喷射速度特性解析.探矿工程,2000(3).
    [66] 钟砥宁,李英才.湿式喷射砼施工原理及施工工艺.广东水利水电,2001,2(增):3~4
    [67] 颜永弟.喷射混凝土最佳喷速及一次喷层厚度的理论解.岩土工程学报,1998,20(4).
    [68] 陈润秋.喷射混凝土的射流作用[A].中国金属学会喷锚支护学术会议论文摘要汇编[C],1981:111~112
    [69] 王金明,谢旭时等.气—固—液混凝土喷射机喷头结构的力学性能分析.机械开发,2000(4).
    [70] Kazutaka SUZUKI, et al. Formation and Carbonation of C-S-H in Water. Cem & Con Res 1985, 15: 213~225
    [71] 王可钧,李焯芬.植物固坡的力学简析.岩石力学与工程学报,17(6):687~691,Dec.,1998
    [72] 黄新,周国钧.水泥加固土硬化机理初探.岩土工程学报,1994,16(1).
    [73] 谭罗荣.对“水泥加固土硬化机理初探”一文的讨论.岩土工程学报,1995,19(6).
    [74] 黄新,周国钧.再谈水泥加固土硬化机理.岩土工程学报,1995,17(6).
    [75] 王银梅.粉煤灰水泥与粘土之间相互作用机理探讨.
    [76] 雷金山,冷伍明等.软土地基深层搅拌水泥土加固机理及应用.西部探矿工程,No.2,Mar..2002
    [77] 叶书麟等.地基处理与托换技术[M].北京:中国建筑工业出版社,1994
    [78] 宫必宁等.软土地基水泥深层搅拌加固土物理力学特性研究[J].南京:河海大学学报
    [79] 谈育煦,胡志忠.材料研究方法.北京:机械工业出版社,2004.
    [80] 彭小芹.建筑材料工程专业实验.北京:中国建材工业出版社,2004.
    [81] 王中光 等译.材料的疲劳.北京:国防工业出版社,1998.
    [82] 牛荻涛.混凝土结构耐久性与寿命预测.北京:科学出版社,2002.
    [83] 王天民.生态环境材料.天津:天津大学出版社,2000.
    [84] 张金屯.数量生态学.北京:科学出版社,2004.
    [85] 程良奎,杨志银。喷射混凝土与土钉墙。北京:中国建筑工业出版社,1998.
    [86] 王瑞生.无机非金属材料实验教程.北京:冶金工业出版社,2004.
    [87] 周永强,吴泽,孙国忠.无机非金属材料专业实验.哈尔滨:哈尔滨大学出版社,2002.
    [88] 王天民.中国环境材料的发展现状.C-MRS’95年会大会报告.北京,1995.
    [89] 金志浩,乔冠军.关于生态材料的初步探讨.中国生态环境材料研究战略研讨会论文集.北京:1998.
    [90] 翁端.关于生态环境材料研究的基本思考.材料导报,1992,12(1):5.
    [91] 关金松.常用建筑材料性能测试.武汉:武汉工业大学出版社,1990.
    [92] 中国建材研究院水泥所.水泥性能及其检验.北京:中国建材工业出版社,1994.
    [93] 纪午生等.常用建筑建筑材料实验手册.北京:中国建材工业出版社,1986.
    [94] 徐灏.疲劳强度.高等教育出版社.1988:2~9.
    [95] 程育仁,缪龙绣,候炳麟.疲劳强度.北京:中国铁道出版社,1990.
    [96] 候宝隆、蒋之峰编译.混凝土的非破损检测.北京:地震出版社,1992.
    [97] 回弹法检测混凝土抗压强度技术规程JGJ/T23-2001,北京,2001.
    [98] 超声—回弹综合法检测混凝土强度技术规程CECS02:88,北京,1989.
    [99] 余红发编著.混凝土非破损测强技术研究.北京,中国建材工业出版社,1999.
    [100] 蔡正咏、王足献、李秀英等编著.数理统计在混凝土试验中的应用.北京:中国铁道出版社,1988.
    [101] 陈启昕.长龄期混凝土强度非破损检测研究.河海大学硕士论文,2005.
    [102] 邓聚龙.灰理论基础.武汉:华中科技大学出版社,2002.
    [103] 邓聚龙.灰色控制系统.武汉:华中工学院出版社,1987.
    [104] 严智渊,戴玉生.灰色系统预测与应用.南京:江苏科学技术出版社,1989.
    [105] 蒋文凯.土工合成材料光氧老化的试验研究.武汉大学博士论文,2005.

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