期刊论文、会议论文

Deng Zong-wei

英文

Applied Mechanics and Materials

1660-9336

2012

105-107

1040-1047

2011 International Conference on Vibration,Structural Engineering and Measurement(2011年振动、结构工程与测量国际会议 ICVSEM 2011)

2011 International Conference on Vibration,Structural Engineering and Measurement(2011年振动、结构工程与测量国际会议 ICVSEM 2011)论文集

2011-10-21

上海

[Deng Zong-wei;Liu Xi-ling] Cent S Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China.^[Leng Wu-ming] Hunan City Univ, Sch Civil Engn & Architecture, Yiyang, Hunan 413000, Peoples R China.^[Leng Wu-ming] Cent S Univ, Sch Civil Engn, Changsha, Hunan 410075, Peoples R China.

广州大学

Lin, PP Zhang, CL

KREUZSTRASSE 10, 8635 DURNTEN-ZURICH, SWITZERLAND

TRANS TECH PUBLICATIONS LTD

978-3-03785-264-4

10.4028/www.scientific.net/AMM.105-107.1040

本校为其他机构

The conventional methods used in the design of sheet-pile walls are based on the limit equilibrium approach. Due to a flexible retaining system, the choice of soil pressure needs to be further studied. Test about sheet-pile wall was carried out on typical site. Soil pressure distribution rules on horizontal and vertical direction were revealed by comparing the on-site measured and numerical data with classical soil pressure data. The results show that: the soil pressure resultant force of anchored sheet-pile is close to static soil pressure, and its action point is 0.43∼0.44, higher than t...