地震作用下挡土墙动土压力分布研究
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摘要
自日本学者Mononobe、Matuo和Okabe首先提出了基于Coulomb土压力理论的静力方法——物部-冈部(M-O)公式后,国内外学者就挡土墙地震土压力理论和模型试验进行了很多研究,并取得了很多成果。在简要地对挡土墙在地震作用下的破坏形式、地震土压力分布的研究进展和地震土压力分布的研究趋势进行总结后,对其发展方向进行了分析和讨论。
After Japanese scholars Mononobe,Matuo and Okabe firstly proposed the M-O method based on the Coulomb theory,many domestic and foreign scholars did lots of researches in the theory of seismic earth pressure on retaining wall and retaining wall model trials and gained heavy harvests.In the paper,the destructive styles of retaining wall in the earthquake,the study progresses and the research trend in seismic earth pressure distribution on retaining wall are concisely analyzed and discussed.
After Japanese scholars Mononobe,Matuo and Okabe firstly proposed the M-O method based on the Coulomb theory,many domestic and foreign scholars did lots of researches in the theory of seismic earth pressure on retaining wall and retaining wall model trials and gained heavy harvests.In the paper,the destructive styles of retaining wall in the earthquake,the study progresses and the research trend in seismic earth pressure distribution on retaining wall are concisely analyzed and discussed.
引文
1 Chen W F,Scawthorn C.Earthquake Engineering Handbook.USA:CRC Press LLC,2003
2 Chen C H,Hwang G S.Preliminary Analysis for Quay WallMovement in Taichung Harbour During the September 21,1999,Chi-Chi Earthquake.Earthquake Engineering and Engi-neering Seismology,2000,2(1):43-54
3 Ling H I,Leshehinsky D,Chou Nelson N S.Post-EarthquakeInvestigation on Several Geosynthetic-Reinforced Soil RetainingWalls and Slopes During the Ji-Ji Earthquake of Taiwan.SoilDynamics and Earthquake Engineering,2001,21:297-313
4 Fang Y S,Yang Y C,Chen T J.Retaining Walls Damaged in theChi-Chi Earthquake.Can.Geotech.J.,2003,40:1 142-1 153
5 Koseki J,Sasaki T,Wada N,et al.Damage to Earth Structuresfor National Highways by the 2004 Niigata-ken Chuetsu earth-quake.Journal of the Japanese Geotechnical Society:Soils andFoundation,2006,46(6):739-750
6 Koseki J,Tsutsumi Y,Kiyota T,et al.Damage to Earth Struc-tures Caused by the 2004 Niigata-Ken Chuetsu Earthquake.To-kyo:Institute Industrial Science,University of Tokyo,2007
7 Braja M D.土动力学原理.吴世明,顾尧章,译.浙江:浙江大学出版社,1984
8姚敦呈.挡土墙的地震破坏分析.武汉大学学报(工学版),2003,36(2):82-87
9 Seed H B,Whitman R V.Design of Earth Retaining Structuresfor Dynamic Loads//Specialty Conf.on Lateral Stresses in theGround and Design of Earth Retaining Structures.Ithaca,NY:ASCE,1970:103-147
10 Matsuazwa H,Ishibashi I,Kawamvra M.Dynamic Soil and Wa-ter Pressures of Submerged Soils.Journal of Geotechnical Engi-neering,1985,111(10):1 161-1 176
11李涛.地震主动土压力简化公式.铁道工程学报,1996,(1):103-105
12梁波.地震条件下桥台台背主动土压力简化计算方法.铁道工程学报,1999,62(2):36-38
13顾慰慈.挡土墙土压力计算.北京:中国建材工业出版社,2001
14陈学良,陶夏新.黏性土挡土墙地震土压力解析解//现代地震工程进展.南京:东南大学出版社,2002:218-224
15刘忠玉,杨会朋,何盛东.刚性挡土墙地震主动土压力的非线性分布.郑州大学学报(工学版),2004,25(2):36-38,43
16张丽娟,米海珍.挡土墙填土曲线破裂面的地震主动土压力分析.建筑科学,2003,19(5):42-45
17 Choudhury D,Timbalkar S S.Pseudo-Dnamic Approach of Seis-mic Active Earth Pressure Behind Retaining Wall.Geotechnicaland Geological Engineering,2006,24:1 103-1 113
18 Richards R,Elms D G.Seismic Behavior of Gravity RetainingWalls.Journal of Geotechnical Engineering Division,1979,105(GT4):449-464
19 Zarrabi-Kashani K.Sliding of Gravity Retaining Walls DuringEarthquake Considering Vertical Acceleration and Changing Incli-nation of Failure Surface:[S.M.Thesis].Cambridge,Massa-chusetts:Department of Civil Engineering,M.I.T.,1979
20 Nadim F.Tilting and Sliding of Gravity Retaining Walls DuringEarthquake[S.M.Thesis].Cambridge,Massachusetts:Depart-ment of Civil Engineering,M.I.T.,1980
21 Wong C P.Seismic Analysis and an Improved Seismic DesignProcedure for Gravity Retaining Walls:[S.M.Thesis].Cam-bridge,Massachusetts:Department of Civil Engineering,M.I.T.,1982
22 Velestsos A S,Younan A H.Dynamic Modeling and Response ofSoil-Wall Systems.Houston,Texas:Rice University,1993
23 Choudhury D,Chatterjee S.Dynamic Active Earth Pressure onRetaining Structures.Sādhanā,2006,31(Part6):721-730
24 Choudhury D,Sitharam T G,Subba Rao K S.Seismic Design ofEarth-Retaining Structures and Foundations.Current Science,Special Section:Geotechnics and Earthquake Hazards,2004,87(10):1 417-1 425
25张嘎,张建民.地基中结构物动力响应的一维解析方法.清华大学学报(自然科学版),2001,41(11):106-109
26张嘎,张建民.成层地基与浅埋结构物动力相互作用的简化分析.工程力学,2002,19(6):93-97,104
27陈学良,袁一凡.挡土墙地震反应非线性波动模拟.地震工程与工程振动,2003,23(4):9-16
28 Nanim F,Whitman R V.Seismically Induced Movements of Re-taining Walls.Journal of Geotechnical Engineering,1983,109:915-931
29李德武,梁波,韩文峰.桥台岸坡滑移地震稳定信分析.岩石力学与工程学报,2003,22(增2):2 813-2 818
30周健,董鹏,池永.软土地下结构的地震土压力分析研究.岩土力学,2004,25(4):554-559
31赵健,冷伍明.基于能量理论的地震主动土压力计算方法研究.路基工程,2005,122(5):39-41
32 Woodward P K,Griffitas D V.Comparison of the Pseudo-Staticand Dynamic Behavior of Gravity Retaining Walls.Geotechnicaland Geological Engineering,1996,14:269-290
33 Cascpme E,Maugeri M.Shaking Table Tests of Gravity Retai-ning Walls.Transactions on the Built Environment,1995,14
34 Zeng X.Seismic Response of Gravity Quay Walls.I:CentrifugeModeling.Journal of Geotechnical and Geoenvironmental Engi-neering,1998,124(5):406-417
35 Koseki J,Munaf Y,Tatsuoka F et al.,Shaking and Tilt TableTests of Geosynthetic-Reinforced Soil and Conventional-Type Re-taining Walls.Geosynthetics International,1998,5(1-2):73-96
36 Watanbe K,Munaf Y,Koseki J et al.,Behaviors of SeveralTypes of Model Retaining Walls Subjected to Irregular Excita-tion.Journal of the Japanese Geotechnical Society:Soils andfoundation,2003,143(5):13-27
37 Burke C,Ling H I,Liu H B.Seismic Response Analysis of aFull-Scale Reinforced Soil Retaining Wall//17th ASCE Engineer-ing Mechanics Conference.Newark,DE:University of Dela-ware,2004
38 Ting N H.Earthquake-Induced Tilt of Retaining Wall With Satu-rated Backfill:[P.H.D Thesis].Cambridge,Massachusetts:De-partment of Civil and Environmental Engineering,M.I.T.,1993
39 Lee C J.Centrifuge Modeling of the Behavior of Caisson-TypeQuay Walls During Earthquakes.Soil dynamics and EarthquakeEngineering,2005,25(2):117-131
40周应英.桥用刚性挡土墙的土压力模型试验研究.国外公路,1987,7(3):14-18
41周应英,任美龙.刚性挡土墙后主动土压力的试验研究.岩土工程学报,1990,12(2):19-26
42岳祖润,彭胤宗,张师德.压实黏性填土挡土墙土压力离心模型试验.岩土工程学报,1992,14(6):90-95
43徐日庆,陈页开,杨仲轩,等.刚性挡墙被动土压力模型试验研究.岩土工程学报,2002,24(5):569-575
44王东升,凌贤长.液化场地桩-土-桥梁结构动力相互作用振动台试验研究进展.地震工程与工程振动,2002,22(4):53-59
45凌贤长,王臣,王志强,等.自由场地基液化大型振动台模型试验研究.地震工程与工程振动,2003,23(6):138-143
46凌贤长,王丽霞,王东升,等.非自由液化场地地基动力性能大型振动台模型试验研究.中国公路学报,2005,18(2):34-39
47凌贤长,王东升,王志强.液化场地桩-土-桥梁结构动力相互作用大型振动台模型试验研究.土木工程学报,2004,(11):67-72
48凌贤长,郭明珠,王东升,等.液化场地桩基桥梁地震灾害响应大型振动台模型试验研究.岩土力学,2006,27(1):7-10,22
49方云,东烟郁生,Ghalandarzadeh A,et al.地震液化条件下重力式码头的变形破坏机理.地球科学——中国地质大学学报,2001,26(4):415-418
2 Chen C H,Hwang G S.Preliminary Analysis for Quay WallMovement in Taichung Harbour During the September 21,1999,Chi-Chi Earthquake.Earthquake Engineering and Engi-neering Seismology,2000,2(1):43-54
3 Ling H I,Leshehinsky D,Chou Nelson N S.Post-EarthquakeInvestigation on Several Geosynthetic-Reinforced Soil RetainingWalls and Slopes During the Ji-Ji Earthquake of Taiwan.SoilDynamics and Earthquake Engineering,2001,21:297-313
4 Fang Y S,Yang Y C,Chen T J.Retaining Walls Damaged in theChi-Chi Earthquake.Can.Geotech.J.,2003,40:1 142-1 153
5 Koseki J,Sasaki T,Wada N,et al.Damage to Earth Structuresfor National Highways by the 2004 Niigata-ken Chuetsu earth-quake.Journal of the Japanese Geotechnical Society:Soils andFoundation,2006,46(6):739-750
6 Koseki J,Tsutsumi Y,Kiyota T,et al.Damage to Earth Struc-tures Caused by the 2004 Niigata-Ken Chuetsu Earthquake.To-kyo:Institute Industrial Science,University of Tokyo,2007
7 Braja M D.土动力学原理.吴世明,顾尧章,译.浙江:浙江大学出版社,1984
8姚敦呈.挡土墙的地震破坏分析.武汉大学学报(工学版),2003,36(2):82-87
9 Seed H B,Whitman R V.Design of Earth Retaining Structuresfor Dynamic Loads//Specialty Conf.on Lateral Stresses in theGround and Design of Earth Retaining Structures.Ithaca,NY:ASCE,1970:103-147
10 Matsuazwa H,Ishibashi I,Kawamvra M.Dynamic Soil and Wa-ter Pressures of Submerged Soils.Journal of Geotechnical Engi-neering,1985,111(10):1 161-1 176
11李涛.地震主动土压力简化公式.铁道工程学报,1996,(1):103-105
12梁波.地震条件下桥台台背主动土压力简化计算方法.铁道工程学报,1999,62(2):36-38
13顾慰慈.挡土墙土压力计算.北京:中国建材工业出版社,2001
14陈学良,陶夏新.黏性土挡土墙地震土压力解析解//现代地震工程进展.南京:东南大学出版社,2002:218-224
15刘忠玉,杨会朋,何盛东.刚性挡土墙地震主动土压力的非线性分布.郑州大学学报(工学版),2004,25(2):36-38,43
16张丽娟,米海珍.挡土墙填土曲线破裂面的地震主动土压力分析.建筑科学,2003,19(5):42-45
17 Choudhury D,Timbalkar S S.Pseudo-Dnamic Approach of Seis-mic Active Earth Pressure Behind Retaining Wall.Geotechnicaland Geological Engineering,2006,24:1 103-1 113
18 Richards R,Elms D G.Seismic Behavior of Gravity RetainingWalls.Journal of Geotechnical Engineering Division,1979,105(GT4):449-464
19 Zarrabi-Kashani K.Sliding of Gravity Retaining Walls DuringEarthquake Considering Vertical Acceleration and Changing Incli-nation of Failure Surface:[S.M.Thesis].Cambridge,Massa-chusetts:Department of Civil Engineering,M.I.T.,1979
20 Nadim F.Tilting and Sliding of Gravity Retaining Walls DuringEarthquake[S.M.Thesis].Cambridge,Massachusetts:Depart-ment of Civil Engineering,M.I.T.,1980
21 Wong C P.Seismic Analysis and an Improved Seismic DesignProcedure for Gravity Retaining Walls:[S.M.Thesis].Cam-bridge,Massachusetts:Department of Civil Engineering,M.I.T.,1982
22 Velestsos A S,Younan A H.Dynamic Modeling and Response ofSoil-Wall Systems.Houston,Texas:Rice University,1993
23 Choudhury D,Chatterjee S.Dynamic Active Earth Pressure onRetaining Structures.Sādhanā,2006,31(Part6):721-730
24 Choudhury D,Sitharam T G,Subba Rao K S.Seismic Design ofEarth-Retaining Structures and Foundations.Current Science,Special Section:Geotechnics and Earthquake Hazards,2004,87(10):1 417-1 425
25张嘎,张建民.地基中结构物动力响应的一维解析方法.清华大学学报(自然科学版),2001,41(11):106-109
26张嘎,张建民.成层地基与浅埋结构物动力相互作用的简化分析.工程力学,2002,19(6):93-97,104
27陈学良,袁一凡.挡土墙地震反应非线性波动模拟.地震工程与工程振动,2003,23(4):9-16
28 Nanim F,Whitman R V.Seismically Induced Movements of Re-taining Walls.Journal of Geotechnical Engineering,1983,109:915-931
29李德武,梁波,韩文峰.桥台岸坡滑移地震稳定信分析.岩石力学与工程学报,2003,22(增2):2 813-2 818
30周健,董鹏,池永.软土地下结构的地震土压力分析研究.岩土力学,2004,25(4):554-559
31赵健,冷伍明.基于能量理论的地震主动土压力计算方法研究.路基工程,2005,122(5):39-41
32 Woodward P K,Griffitas D V.Comparison of the Pseudo-Staticand Dynamic Behavior of Gravity Retaining Walls.Geotechnicaland Geological Engineering,1996,14:269-290
33 Cascpme E,Maugeri M.Shaking Table Tests of Gravity Retai-ning Walls.Transactions on the Built Environment,1995,14
34 Zeng X.Seismic Response of Gravity Quay Walls.I:CentrifugeModeling.Journal of Geotechnical and Geoenvironmental Engi-neering,1998,124(5):406-417
35 Koseki J,Munaf Y,Tatsuoka F et al.,Shaking and Tilt TableTests of Geosynthetic-Reinforced Soil and Conventional-Type Re-taining Walls.Geosynthetics International,1998,5(1-2):73-96
36 Watanbe K,Munaf Y,Koseki J et al.,Behaviors of SeveralTypes of Model Retaining Walls Subjected to Irregular Excita-tion.Journal of the Japanese Geotechnical Society:Soils andfoundation,2003,143(5):13-27
37 Burke C,Ling H I,Liu H B.Seismic Response Analysis of aFull-Scale Reinforced Soil Retaining Wall//17th ASCE Engineer-ing Mechanics Conference.Newark,DE:University of Dela-ware,2004
38 Ting N H.Earthquake-Induced Tilt of Retaining Wall With Satu-rated Backfill:[P.H.D Thesis].Cambridge,Massachusetts:De-partment of Civil and Environmental Engineering,M.I.T.,1993
39 Lee C J.Centrifuge Modeling of the Behavior of Caisson-TypeQuay Walls During Earthquakes.Soil dynamics and EarthquakeEngineering,2005,25(2):117-131
40周应英.桥用刚性挡土墙的土压力模型试验研究.国外公路,1987,7(3):14-18
41周应英,任美龙.刚性挡土墙后主动土压力的试验研究.岩土工程学报,1990,12(2):19-26
42岳祖润,彭胤宗,张师德.压实黏性填土挡土墙土压力离心模型试验.岩土工程学报,1992,14(6):90-95
43徐日庆,陈页开,杨仲轩,等.刚性挡墙被动土压力模型试验研究.岩土工程学报,2002,24(5):569-575
44王东升,凌贤长.液化场地桩-土-桥梁结构动力相互作用振动台试验研究进展.地震工程与工程振动,2002,22(4):53-59
45凌贤长,王臣,王志强,等.自由场地基液化大型振动台模型试验研究.地震工程与工程振动,2003,23(6):138-143
46凌贤长,王丽霞,王东升,等.非自由液化场地地基动力性能大型振动台模型试验研究.中国公路学报,2005,18(2):34-39
47凌贤长,王东升,王志强.液化场地桩-土-桥梁结构动力相互作用大型振动台模型试验研究.土木工程学报,2004,(11):67-72
48凌贤长,郭明珠,王东升,等.液化场地桩基桥梁地震灾害响应大型振动台模型试验研究.岩土力学,2006,27(1):7-10,22
49方云,东烟郁生,Ghalandarzadeh A,et al.地震液化条件下重力式码头的变形破坏机理.地球科学——中国地质大学学报,2001,26(4):415-418
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