[1] | REN Guo-feng, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu. Bearing capacity of single root pile considering cushion effects[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 198-202. DOI: 10.11779/CJGE2022S2043 |
[2] | WANG Nian-xiang, LIU Chao, LIN Xian-cai, CAO Chang-hao, LIAN Chang-qiu. Comparative analysis of bearing capacity of CFG single pile by centrifugal model tests and field tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 6-10. DOI: 10.11779/CJGE2022S2002 |
[3] | SUN Li-qiang, SHAO Dan-dan, FENG Shou-zhong, DENG Wei-dong, HAO Wan-dong, CHEN Jian-feng. Bearing capacity of geosynthetics-enclosed stone columns[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 29-32. DOI: 10.11779/CJGE2019S2008 |
[4] | FU Wen-guang, WU Xu-jun, ZHUO Zhi-fei. Some concepts about vertical compressive bearing capacity of single pile[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1167-1171. |
[5] | FAN Meng-hua. Bearing capacity and critical plate spacing of piles with expanded branches and plates based on the minimum resistance[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 295-298. |
[6] | ZHAO Jian-bin, Shi Yong-qiang, YANG Jun. Influencing factors for bearing capacity of statically pressed pipe piles based on grey theory[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 394-398. |
[7] | WANG Jianping, LI Jinglin, CAO Guoxing, JIN Weiguang. An empirical formula for bearing capacity of vibro replacement stone column[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 496-498. |
[8] | Chen Jicheng. Estimation of Bearing Capacity of Driven Pile from Static Cone Penetration Data in soft soils area (Compound Cone)[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(3): 55-70. |
[9] | Hong Yukang, Chen Shiheng, Zai Jinzhang. Partial Safety Factors of Single Pile Capacity[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(1): 52-66. |
[10] | Chen Qiang-hua, Chen Guo-quan, Xie Ru-bin, Zai Jin-zhang. Influence of the Penetration Depth into the Bearing Stratum on the Bearing Capacity of Single Pile[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(1): 16-27. |