EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT

Chen Xuehua; Lv Wentian; Wang Yonghe; Leng Wuming

doi:10.13204/j.gyjz200510014

Volume 35 Issue 10

Dec. 2014

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Chen Xuehua, Lv Wentian, Wang Yonghe, Leng Wuming. EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 43-46. doi: 10.13204/j.gyjz200510014

Citation:

Chen Xuehua, Lv Wentian, Wang Yonghe, Leng Wuming. EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 43-46. doi: 10.13204/j.gyjz200510014

Chen Xuehua, Lv Wentian, Wang Yonghe, Leng Wuming. EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 43-46. doi: 10.13204/j.gyjz200510014

Citation:

Chen Xuehua, Lv Wentian, Wang Yonghe, Leng Wuming. EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 43-46. doi: 10.13204/j.gyjz200510014

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EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT

doi: 10.13204/j.gyjz200510014

1.
Civil Engineering and Architecture Institute,Central South University Changsha 410075

Received Date: 2005-04-03
Publish Date: 2005-10-20

Abstract

Abstract

The embankment behind the abutment of a high-speed railway is different in the aspects of padding, construction control and quality supervision from the general railway.However,there is a little experimental research on the earth pressure behind abutment,and there are lots of factors to influence the earth pressure also,and the distribution of the earth pressure is not exact predicted through actual earth pressure theories.Therefore,a long-time site observation should be done.Based on the experiment results,the changing of the earth pressure with time and the height of embankment,the magnitude and distribution of earth pressures behind the abutment are analyzed.Test results show that the earth pressure behind abutment is nonlinearly following the depth of abutment.To begin with,the earth pressure of abutment is increased with the depth of abutment,yet after reaching a certain depth it decreased with the increase in depth abutment.The comparison is made between the results by formula and those with the experimental observations,the points of application of the resultant earth pressures have significant difference,the height of actual point of resultant earth pressure is 0.41 times of the embankment height.
- earth pressure,
- abutment,
- high-speed railway,
- point of resultant force

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References(11)

References

Fang Y S,Ishibashi I.Static Earth Pressures with Various Wall Movement.Journal of Geotechnical Engineering,ASEC,1986,112(3):317～333;

[2] Roscoe K H.The Influence of Strains in Soil Mechanics.Geotechnique,1979,20(2):129～170;

[3] Ching S Chang,Sao-Jeng Chao.Discrete Element Analysis for Active and Passive Pressure Distribution on Retaining Wall.Computers and Geotechnics,1994,16(4):291～310;

[4] 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;

[5] 洪锦祥,彭大文,汪新惠.整体式桥台桥梁的台后被动土压力研究.福州大学学报(自然科学版),2003,31(6):721～725;

[6] 陆培毅,严驰,刘润.砂土基于室内模型试验土压力分布形式的研究.建筑结构学报,2002,23(2):83～86;

[7] 赵建平,梅国雄,宰金珉.考虑变形与时间效应的土压力计算方法研究.盐城工学院学报(自然科学版),2003,16(4):55～57;

[8] 张军,王贻荪.确定挡土墙主动土压力分布的薄层分析法.湖南大学学报,1998,25(5):147～153;

[9] 克列因 F K.散粒体结构力学.陈万佳译.北京:人民交通出版社,1983.234～248;

[10] 陈希哲.土力学地基基础.第三版.北京:清华大学出版社,2001.182～185;

[11] 方玉树.挡土墙背土压力作用点位置.工业建筑,1994,24(8):34～36

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