Publisher: Springer Publishing Company
Founded in: 1964
Total resources: 45
E-ISSN: 1573-9279
ISSN: 0038-0741
Subject: TU7 Construction
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Soil Mechanics and Foundation Engineering
Menu
Design of piles in soils prone to slump-type settlement
By Kozakov Yu.,Bulankin N. in (2013)
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Strengthening of pile foundations during reconstruction of buildings and structures
By Tishkov E.,Ponomarenko Yu.,Ivasyuk I. in (2013)
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Performance of combined pile foundations under a horizontal load
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Model testing of piles in a centrifuge for prediction of their in-situ performance
By Zhussupbekov A.,Utepov Ye.,Shakhmov Zh.,Ling H. in (2013)
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Some considerations regarding the use of helical piles as foundation for offshore structures
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Codification of deformation characteristics of thawing soils
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Implementation of building code "Dynamically loaded machine foundations"
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Implementation of GOST 25100-2011 "Soils. Classification"
By Ignatova O.,Svertilov A. in (2013)
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Active seismic pressure against retaining wall backfilled with cohesive soils
By Ruan Xiaobo,Cheng Qiangqiang,Sun Shulin in (2013)
Soil Mechanics and Foundation Engineering , Vol. 50, Iss. 3, 2013-07 , pp.Use of shallow slotted foundations
By Sorochan E.,Shishkin V.,Kovalev V. in (2011)
Soil Mechanics and Foundation Engineering , Vol. 48, Iss. 1, 2011-03 , pp.