Calculation Method for Ultimate Bearing Capacity of Meadow Soil Foundation-Reference-Cited by-同舟云学术

Calculation Method for Ultimate Bearing Capacity of Meadow Soil Foundation

Published:2021-09 Issue:9 Volume:21 Page:04021173
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Feng Ruiling¹,Peng Bo²,Wu Lijian³,Shen Yupeng⁴,Zhang Yiming⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Beijing Jiaotong Univ., No. 3 Shangyuancun, Haidian District, Beijing 100044, China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., No. 3 Shangyuancun, Haidian District, Beijing 100044, China.

3. Researcher, Research Institute of Highway, Ministry of Transport, No. 8 West Tucheng Rd., Haidian District, Beijing 100088, China.

4. Professor, School of Civil Engineering, Beijing Jiaotong Univ., No. 3 Shangyuancun, Haidian District, Beijing 100044, China.

5. China Railway Fifth Survey and Design Institute Group Co., Ltd, No. 9 Kangzhuang Road, Daxing District, Beijing 102600, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002138

Reference41 articles.

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2. Behavior of Amorphous Peaty Soil under Long-Term Cyclic Loading

3. Stress Distribution below a Continuous Footing on Geotextile-Reinforced Soil

4. A survey of testing technology of grass products in China;Feng B.;China Anim. Ind.,2015

5. Experimental study on engineering properties of meadow soil in Zhaosu County of Xinjiang;Feng R.;Chin. J. Geotech. Eng.,2016

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