土木与交通工程 |
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工程渣土的工程特性及矿坑填埋场的工后沉降和容量分析 |
余松霖1,2( ),柯瀚1,2,詹良通1,2,孟涛3,陈云敏1,2,*( ),杨策4 |
1. 浙江大学 岩土工程研究所,浙江 杭州 310058 2. 浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058 3. 浙江大学 建筑工程学院,浙江 杭州 310058 4. 杭州绿农环境工程有限公司,浙江 杭州 310000 |
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Engineering properties of excavated soil and analysis of post-construction settlement and capacity for pit landfill |
Song-lin YU1,2( ),Han KE1,2,Liang-tong ZHAN1,2,Tao MENG3,Yun-min CHEN1,2,*( ),Ce YANG4 |
1. Geotechnical Research Institute, Zhejiang University, Hangzhou 310058, China 2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China 3. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058 4. Hangzhou Lvnong Environment Engineering Co. Ltd, Hangzhou 310000, China |
引用本文:
余松霖,柯瀚,詹良通,孟涛,陈云敏,杨策. 工程渣土的工程特性及矿坑填埋场的工后沉降和容量分析[J]. 浙江大学学报(工学版), 2020, 54(12): 2364-2376.
Song-lin YU,Han KE,Liang-tong ZHAN,Tao MENG,Yun-min CHEN,Ce YANG. Engineering properties of excavated soil and analysis of post-construction settlement and capacity for pit landfill. Journal of ZheJiang University (Engineering Science), 2020, 54(12): 2364-2376.
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