Soil Mechanics and Foundation Engineering

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Sắp xếp:  
Investigation of the consolidation of a peat base
Soil Mechanics and Foundation Engineering - Tập 10 Số 5 - Trang 307-310 - 1973
Н. П. Коваленко
Construction of Utility Tunnels in Moscow with Preservation of Existing Buildings
Soil Mechanics and Foundation Engineering - - 2002
V. P. Petrukhin, O. N. Isaev, D. V. Nayatov, S. R. Gil'shtein
Will the book be of use to young specialists?
Soil Mechanics and Foundation Engineering - Tập 2 - Trang 56-57 - 1965
A. P. Pakhomov
Stress and displacement distributions in a homogeneous half-space below a circular foundation
Soil Mechanics and Foundation Engineering - Tập 9 - Trang 86-89 - 1972
O. V. Popova
Determination of the positions of old underground workings by electrical surveying for construction-site investigation
Soil Mechanics and Foundation Engineering - Tập 13 - Trang 351-353 - 1976
Yu. F. Durynin
The use of geophysical methods of detecting old mine workings in mined-out ore fields permits us to curtail the amount of drilling, in view of its purpose, and to avoid gross errors in design and construction of industrial complexes, thus leading to considerable economy.
Effect of foundation shape on normal contact pressure distribution
Soil Mechanics and Foundation Engineering - Tập 22 - Trang 61-64 - 1985
V. P. Ermashov
Instructions for sounding of soils for construction purposes
Soil Mechanics and Foundation Engineering - Tập 10 - Trang 220-221 - 1973
A. P. Staritsyn
Effect of Concentrated Loads on Active Soil Pressure
Soil Mechanics and Foundation Engineering - Tập 51 - Trang 219-226 - 2014
Yu. M. Gutkin
An analytical solution is presented for determination of active soil pressure in the presence of a concentrated load on the free horizontal surface with consideration of its effect on the position of the collapse plane.
An Elastoplastic Constitutive Model for Unsaturated Soils Using the Suction Stress Variable
Soil Mechanics and Foundation Engineering - Tập 59 - Trang 23-31 - 2022
Fengxi Zhou, Yanping Shao, Musa Abdallah Ibrahim Ahmed
Based on the principle of effective stress of unsaturated soil expressed by intergranular suction stress combined with experimental data, the critical state lines under different matric suctions are unified into a single straight line. Based on this result, a new unsaturated soil dilatancy equation is proposed. First, combined with orthogonal conditions, the average effective stress and generalize...... hiện toàn bộ
Experimental investigations of the dynamic characteristics of pile foundations
Soil Mechanics and Foundation Engineering - Tập 12 - Trang 234-237 - 1975
A. T. Aubakirov
Tổng số: 2,793   
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