Deformation characteristics of soft soil deep foundation pit partitioned excavation
Civil Engineering|更新时间:2026-02-18
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Deformation characteristics of soft soil deep foundation pit partitioned excavation
“New progress has been made in the monitoring and research of the deep foundation pit project at No. 4 Wangjiang New City in Hangzhou New World. Experts have verified the accuracy of the excavation model for the pit zoning by comparing monitoring data with numerical simulations, providing strong guarantees for the safety of deep foundation pit construction.”
Journal of Civil and Environmental EngineeringVol. 48, Issue 1, Pages: 89-99(2026)
作者机构:
1.浙江省地矿建设有限公司,杭州 310053
2.江西省岩土工程基础设施安全与控制重点实验室(华东交通大学),南昌 330013
3.浙江大学滨海和城市岩土工程研究中心,杭州 310058
4.中铁第四勘察设计院集团有限公司,武汉 430061
作者简介:
CHEN Nanqiao (1980- ), senior engineer, main research interest: engineering construction management, E-mail: 1279345755@qq.com.
National Key R&D Program of China(2023YFC3009400);National Natural Science Foundation of China(52238009);Natural Science Fundation of Jiangxi Province(20223BBG71018)
CHEN Nanqiao,WANG Xuepeng,LIN Gang,et al.Deformation characteristics of soft soil deep foundation pit partitioned excavation[J].Journal of Civil and Environmental Engineering,2026,48(01):89-99.
CHEN Nanqiao,WANG Xuepeng,LIN Gang,et al.Deformation characteristics of soft soil deep foundation pit partitioned excavation[J].Journal of Civil and Environmental Engineering,2026,48(01):89-99. DOI: 10.11835/j.issn.2096-6717.2024.076.
Deformation characteristics of soft soil deep foundation pit partitioned excavation