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  • Nhan đề: Unified Method for Estimating the Ultimate Bearing Capacity of Shallow Foundations in Variably Saturated Soils under Steady Flow

Tác giả CN Vahedifard,Farshid
Nhan đề Unified Method for Estimating the Ultimate Bearing Capacity of Shallow Foundations in Variably Saturated Soils under Steady Flow
Từ khóa tự do Variably saturated soil
Nguồn trích Journal of geotechnical and geoenvironmental engineering2016 Số: 4 Tập: 142
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