Citation: | FU Haiqing, YI Jixiang, FENG Luwei, YANG Jiyuan. In-situ liquefaction tests considering effects of overburden pressure[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 558-566. DOI: 10.11779/CJGE20230096 |
[1] |
DOBRY R, ABDOUN T. Recent findings on liquefaction triggering in clean and silty sands during earthquakes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2017, 143(10): 04017077. doi: 10.1061/(ASCE)GT.1943-5606.0001778
|
[2] |
付海清, 袁晓铭. 现场液化监测与现场液化试验研究综述[J]. 地震工程与工程振动, 2021, 41(2): 104-114. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC202102011.htm
FU Haiqing, YUAN Xiaoming. A review of recent advances on in situ liquefaction monitoring and the in situ liquefaction test[J]. Earthquake Engineering and Engineering Vibration, 2021, 41(2): 104-114. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC202102011.htm
|
[3] |
WANG L M, HE K M, SHI Y C, et al. Study on liquefaction of saturated loess by in-situ explosion test[J]. Earthquake Engineering and Engineering Vibration, 2002, 1(1): 50-56. doi: 10.1007/s11803-002-0007-z
|
[4] |
常方强, 贾永刚, 郭秀军, 等. 黄河口粉土液化过程的现场振动试验研究[J]. 岩土工程学报, 2009, 31(4): 609-616. http://cge.nhri.cn/cn/article/id/13227
CHANG Fangqiang, JIA Yonggang, GUO Xiujun, et al. In-situ vibration tests on liquefaction of silt in estuary of the Yellow River[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 609-616. (in Chinese) http://cge.nhri.cn/cn/article/id/13227
|
[5] |
刘汉龙, 王维国, 刘军, 等. 饱和砂土场地大型爆炸液化现场试验研究[J]. 岩土工程学报, 2017, 39(4): 601-608. doi: 10.11779/CJGE201704003
LIU Hanlong, WANG Weiguo, LIU Jun, et al. Large-scale field tests on blast-induced liquefaction in saturated sand[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 601-608. (in Chinese) doi: 10.11779/CJGE201704003
|
[6] |
FU H Q, YUAN X M. Dynamic properties of saturated sand based on the in-situ liquefaction test[J]. Journal of Earthquake Engineering, 2021, 25(3): 512-534. doi: 10.1080/13632469.2018.1523072
|
[7] |
付海清, 袁晓铭, 王淼. 基于现场液化试验的饱和砂土孔压增量计算模型[J]. 岩土力学, 2018, 39(5): 1611-1618. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201805008.htm
FU Haiqing, YUAN Xiaoming, WANG Miao. An incremental model of pore pressure for saturated sand based on in situ liquefaction test[J]. Rock and Soil Mechanics, 2018, 39(5): 1611-1618. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201805008.htm
|
[8] |
王维铭. 场地液化特征研究及液化影响因素评价[D]. 哈尔滨: 中国地震局工程力学研究所, 2013.
WANG Weiming. Study on Liquefaction Characteristics and Liquefaction Influencing Factors Assessment[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2013. (in Chinese)
|
[9] |
杨凯文, 李俊超, 王锋, 等. 饱和砂土坝基液化超重力振动台试验研究[J]. 岩土工程学报, 2022, 44(4): 778-786, F0003, F0002. doi: 10.11779/CJGE202204022
YANG Kaiwen, LI Junchao, WANG Feng, et al. Centrifugal shaking table tests on saturated sand foundation under dam[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 778-786. (in Chinese) doi: 10.11779/CJGE202204022
|
[10] |
ORANG M J, MOTAMED R, PRABHAKARAN A, et al. Large-scale shake table tests on a shallow foundation in liquefiable soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 147(1): 04020152.
|
[11] |
IDRISS I M, BOULANGER R. Soil Liquefaction During Earthquakes[M]. Oakland CA: Earthquake Engineering Research Institute, 2008.
|
[12] |
石兆吉, 张延军, 郁寿松, 等. 土层液化对地面运动特性的影响[J]. 地震工程与工程振动, 1994, 14(4): 14-23. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC199404002.htm
SHI Zhaoji, ZHANG Yanjun, YU Shousong, et al. Effect of liquefied soil layers on ground motion[J]. Earthquake Engineering and Engineering Dynamics, 1994, 14(4): 14-23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC199404002.htm
|
[13] |
DOBRY R, LADD R S, YOKEL F Y, et al. Prediction of pore water pressure buildup and liquefaction of sands during earthquake by the cyclic strain method[C]//NBS Building Science Series 138, Gaithersburg, Maryland, 1982.
|
[14] |
周燕国, 梁甜, 李永刚, 等. 含黏粒砂土场地液化离心机振动台试验研究[J]. 岩土工程学报, 2013, 35(9): 1650-1658. http://cge.nhri.cn/cn/article/id/15278
ZHOU Yanguo, LIANG Tian, LI Yonggang, et al. Dynamic centrifuge tests on liquefaction of clayey sand ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(9): 1650-1658. (in Chinese) http://cge.nhri.cn/cn/article/id/15278
|
[15] |
CETIN K O, YOUD T L, SEED R B, et al. Liquefaction induced ground deformations at Hotel Sapanca during Kocaeli (Izmit), Turkey earthquake[J]. Soil Dynamics and Earthquake Engineering, 2002, 22(9): 1083-1092.
|
[1] | ZHANG Zhongjie, WANG Xiaoxiang, YU Jian, HUANG Maosong, WANG Haoran. Coupling effects of pressed caisson and uplift piles on surface settlement[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 119-123. DOI: 10.11779/CJGE2024S20039 |
[2] | DING Zhi, PENG Shaojie, ZHANG Xiao, XU Jiaoming, WEI Xinjiang. Surface settlements caused by shield construction of gas-bearing soils based on column hole shrinkage theory[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(6): 1270-1278. DOI: 10.11779/CJGE20230146 |
[3] | HUANG Chang-fu, LONG Wen, SONG Qi-long, LI Dong, SU Dong, CHEN Xiang-sheng. Influence of reinforcement range on ground settlement of shallow-buried super-large-diameter shield tunneling in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 76-79. DOI: 10.11779/CJGE2021S2018 |
[4] | WANG Yong-hong, ZHANG Ming-yi, LIU Jun-wei, BAI Xiao-yu, YANG Su-chun, SANG Song-kui, YAN Nan. Field tests on excess pore pressure and soil pressure of pile-soil interface for a single pile during pile-sinking in clay[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(5): 950-958. DOI: 10.11779/CJGE201905019 |
[5] | LI Yuan-xun, ZHU Yan-peng, YE Shuai-hua, MA Xiao-rui. Skewness distribution patterns of surface settlement considering overload effect[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 171-176. DOI: 10.11779/CJGE2018S1028 |
[6] | WANG Chang-hong, ZHU He-hua, XU Zi-chuan, LI Jian-gao. Ground surface settlement of shield tunnels considering spatial variability of multiple geotechnical parameters[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 270-277. DOI: 10.11779/CJGE201802007 |
[7] | XU Lu-chang, RUI Rui, ZHANG Long, SUN Yi, XIA Yuan-you. Prediction formula for surface settlement in double-line tunnel based on trapdoor tests[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(8): 1470-1476. DOI: 10.11779/CJGE201708014 |
[8] | HUANG Min, LIU Xiao-li. Ground settlement induced by excavation of pile-anchor retainingfoundation pits in soil-rock mixed areas[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 571-575. |
[9] | NIE Zongquan, ZHANG Shanggen, MENG Shaoping. Surface settlement of deep foundation pits by excavation[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1218-1223. |
[10] | ZHANG Dongmei, HUANG Hongwei, YANG Jun. Influence of partial drainage of linings on long-term surface settlement over tunnels in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1430-1436. |
1. |
龙潇,孙锐,郑桐. 基于卷积神经网络的液化预测模型及可解释性分析. 岩土力学. 2024(09): 2741-2753 .
![]() |