Construction and Geotechnics

Issue	Title
Vol 12, No 3 (2021)	TWO APPROACHES FOR DETERMINING AREAS OF PLASTIC DEFORMATION IN A HOMOGENEOUS BASE FOUNDATION	Abstract (Rus)
Bogomolov A.N., Bogomolova O.A., Ushakov A.N.
Vol 11, No 3 (2020)	GEOTECHNICAL ACCIDENTS OF ROAD STRUTURES AND THEIR LICVIDATION	Abstract (Rus)
Shapiro D.M., Tyutin A.P.
Vol 9, No 3 (2018)	INTERACTION OF THE SYSTEM OF STRENGTHENING PILE FOUNDATIONS WITH PRELIMINARILY PRIME RATED GROUND BASIS OF OPERATING FACILITIES	Abstract
Pronozin Y.A., Stepanov M.A., Shuvaev A.N., Davlatov D.N.
Vol 9, No 3 (2018)	SOME PREMISES OF THE APPLICATION OF DYNAMIC DENSIMETER FOR THE DETERMINATION OF SOIL DEFORMATION MODULUS	Abstract
Sazonova S.A., Ponomaryov A.B.
Vol 9, No 2 (2018)	IMPROVING THE CALCULATION METHOD FOR THE SETTLEMENT OF PILE FOUNDATIONS OF TANKS TAKING INTO ACCOUNT THEIR LOADING AND UNLOADING REPEATABILITY	Abstract
Shmidt O.A.
Vol 9, No 2 (2018)	THE STUDY OF THE FEATURES OF INCREASING OF PLASTIC DEFORMATIONS IN SOILS	Abstract
Bezmaternykh A.V., Ofrikhter V.G.
Vol 8, No 4 (2017)	ACCOUNTING OF ANISOTROPY OF SOILS IN DETERMINING STRESSES IN FOUNDATION BASEMENT FROM NEAR LOADED AREAS	Abstract
Nuzhdin L.V., Pavliuk K.V.
Vol 14, No 1 (2023)	Investigation of individual problems of calculation of drainage pipes in complex geotechnical conditions	Abstract (Rus)
Gabibov Y.S., Salaeya K.B.
Vol 8, No 4 (2017)	EXPERIMENTAL AND THEORETICAL VERIFICATION OF THE QUALIFIED METHOD BASED ON LAYER-BY-LAYER SUMMATION TO CALCULATE SETTLEMENTS IN SHALLOW FOUNDATIONS	Abstract
Pronozin I.A., Chikishev V.M., Rachkov D.V.
Vol 13, No 2 (2022)	COMPUTER SIMULATION OF RIGID PLATE SETTLEMENT ON A HOMOGENEOUS WEIGHT BASE	Abstract (Rus)
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V.
Vol 8, No 3 (2017)	APPLICATION OF EXPRESS METHODS FOR DETERMINATION OF CHARACTERISTICS OF FILL SOILS	Abstract
Sazonova S.A., Rumiantsev S.D.
Vol 12, No 4 (2021)	CALCULATION OF THE «BASE - EMBANKMENT» SYSTEM STABILITY	Abstract (Rus)
Bogomolova O.A., Zhidelev A.V.
Vol 8, No 2 (2017)	DISTRIBUTION OF STRESSES IN A HOMOGENEOUS ISOTROPIC SLOPE WEAKENED BY A HORIZONTAL ROUND WORKING AT A LEVEL OF ITS BASE	Abstract
Bogomolov A.N., Abramov G.A., Bogomolova O.A., Pristanskov A.A.
Vol 12, No 4 (2021)	DETERMINATION OF ADDITIONAL LOAD ON THE BRIDGE FOUNDATION PILE when the karst deformation development	Abstract (Rus)
Gotman N.Z., Evdokimov A.G.
Vol 7, No 4 (2016)	Estimation of changes in the deformation characteristics of clay soils in the bottom of bored piles under repeated loading	Abstract
Liashenko P.A., Gokhaev D.V., Shmidt O.A.
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