Influence of Drain Installation-Induced Stress on the Consolidation of a Natural Soft Foundation

Author:

Zhao Boyi,Zhou YangORCID

Funder

National Natural Science Foundation of China

Innovation Funds Plan of Henan University of Technology

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference39 articles.

1. Asaoka A (1978) Observational procedure of settlement prediction. Soils Found 18(4):87–101

2. ASTM D2216–10 (2010) Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. American Society for Testing and Materials. West Conshohocken, PA, USA.

3. ASTM D2435/ D2435M-11 (2011) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. American Society for Testing and Materials. West Conshohocken, PA, USA.

4. ASTM D4318–17e1 (2017) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. American Society for Testing and Materials. West Conshohocken, PA, USA.

5. Bergado DT, Asakami H, Alfaro MC, Balasubramaniam AS (1991) Smear effects of vertical drains on soft Bangkok clay. J Geotechn Eng 117(10):1509–1530

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