| Issue | Title | 
																												
								| Vol 16, No 3 (2025) | The methodology of scientific research and laboratory methods for determining the physico-mechanical parameters of dispersed soil |  | 
							
					| Taraseeva N.I.,													Gracheva Y.V.,													Morshankin V.A. | 
						
																										
								| Vol 14, No 3 (2023) | Obtaining the empirical calibration dependence for express assessment of the quality of the performance of ground structures |  | 
							
					| Sazonova S.A.,													Tatiannikov D.A.,													Ponomaryov A.B. | 
						
																										
								| Vol 9, No 3 (2018) | EFFECT OF PETROLEUM PRODUCTS ON PHYSICAL AND MECHANICAL PROPERTIES OF CONCRETE AND THE RELIABILITY OF LOAD-BEARING STRUCTURES |  | 
							
					| Svintsov A.P.,													Nikolenko Y.V. | 
						
																										
								| Vol 10, No 4 (2019) | STUDY OF THE INFLUENCE OF THE LAYING OF HEATING MAINS ON THE STATE OF THE BASE PAVEMENT AUTOMOBILE ROAD |  | 
							
					| Kudryavtcev S.A.,													Valtseva T.U. | 
						
																										
								| Vol 9, No 3 (2018) | SOME PREMISES OF THE APPLICATION OF DYNAMIC DENSIMETER FOR THE DETERMINATION OF SOIL DEFORMATION MODULUS |  | 
							
					| 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 |  | 
							
					| Shmidt O.A. | 
						
																										
								| Vol 9, No 2 (2018) | THE STUDY OF THE FEATURES OF INCREASING OF PLASTIC DEFORMATIONS IN SOILS |  | 
							
					| Bezmaternykh A.V.,													Ofrikhter V.G. | 
						
																										
								| Vol 16, No 2 (2025) | Assessment of operational reliability of anti-landslide structures subject to landslide processes and scree of the M-4 Don highway (km 1393 – km 1538) |  | 
							
					| Pshidatok M.А.,													Matsiy S.I. | 
						
																										
								| Vol 9, No 2 (2018) | ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE ASYMPTOTIC ATTENUATION OF THE DISPLACEMENTS AT INFINITY |  | 
							
					| Bogomolov A.N.,													Bogomolova O.A.,													Ushakov A.N. | 
						
																										
								| Vol 14, No 3 (2023) | Computer modeling of the interaction of the building underground part with the soil foundation during the karst cavity formation on the example of the administrative and business center construction |  | 
							
					| Ter-Martirosyan A.Z.,													Cherkesov R.H.,													Isaev I.O.,													Filaretov N.A.,													Vanina Y.V. | 
						
																										
								| 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 |  | 
							
					| Pronozin I.A.,													Chikishev V.M.,													Rachkov D.V. | 
						
																										
								| Vol 8, No 3 (2017) | APPLICATION OF EXPRESS METHODS FOR DETERMINATION OF CHARACTERISTICS OF FILL SOILS |  | 
							
					| Sazonova S.A.,													Rumiantsev S.D. | 
						
																										
								| Vol 13, No 2 (2022) | COMPUTER SIMULATION OF RIGID PLATE SETTLEMENT ON A HOMOGENEOUS WEIGHT BASE |  | 
							
					| Bartolomey L.A.,													Bogomolova O.A.,													Geidt V.D.,													Geidt A.V. | 
						
																										
								| Vol 8, No 2 (2017) | ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE NONLINEAR MOVEMENT OF THE PLOT BOUNDARIES |  | 
							
					| Bogomolov A.N.,													Bogomolova O.A.,													Ushakov A.N. | 
						
																										
								| Vol 13, No 3 (2022) | THE KARST PROTECTION OF HIGHWAYS USING GEOSYNTHETIC MATERIALS AND ALARM SYSTEMS DESIGN |  | 
							
					| Gotman N.Z.,													Panteleev Y.I. | 
						
																										
								| Vol 7, No 4 (2016) | Estimation of changes in the deformation characteristics of clay soils in the bottom of bored piles under repeated loading |  | 
							
					| Liashenko P.A.,													Gokhaev D.V.,													Shmidt O.A. | 
						
																										
								| Vol 12, No 3 (2021) | ACCOUNT THE INFLUENCE OF DEFORMATIONS FROM PART-TIME WORK OF THE TERRITORY ON THE STRESS-STRAIN STATE OF BUILDING STRUCTURES |  | 
							
					| Pyatkin P.A.,													Skibin E.G. | 
						
																										
								| Vol 7, No 4 (2016) | The development of structures for strengthening of sliding slopes from highway “Amur” with using of modern geosynthetic materials |  | 
							
					| Kudriavtsev S.A.,													Val′tseva T.I.,													Goncharova E.D. | 
						
																										
								| Vol 11, No 3 (2020) | GEOTECHNICAL ACCIDENTS OF ROAD STRUTURES AND THEIR LICVIDATION |  | 
							
					| Shapiro D.M.,													Tyutin A.P. | 
						
																										
								| Vol 11, No 1 (2020) | CAUSES OF DEFORMATION OF THE FOUNDATION STRUCTURES OF THE PASSENGER TERMINAL AIRPORT "SOKOL" (MAGADAN) |  | 
							
					| Vlasov V.P.,													Bolotin A.V.,													Sergeev S.M.,													Lunegova A.A. | 
						
							
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