Investigation of the interaction of braced building frame, foundation slab, and soil base

1974 ◽  
Vol 11 (1) ◽  
pp. 10-15
Author(s):  
S. A. Rivkin
2014 ◽  
Vol 1065-1069 ◽  
pp. 1052-1056
Author(s):  
Radim Čajka ◽  
Jana Vaskova

For decades attention has been paid to interaction of foundation structures and subsoil and development of interaction models. Currently there are several software that, can deal with the interaction of foundations and subsoil. The purpose of this paper is to compare resulting deformation of the slab, subsidence of the subsoil, bending moments and contact stress calculated by two different software based on FEM calculations. Calculated deformation of the slab is compared with deformation measured during experiment.


2021 ◽  
Author(s):  
Petr P. Permiakov ◽  
Tatiana A. Vinokurova ◽  
Georgii G. Popov

2007 ◽  
Vol 298 (1-2) ◽  
pp. 69-79 ◽  
Author(s):  
Anika K. Richter ◽  
Lorenz Walthert ◽  
Emmanuel Frossard ◽  
Ivano Brunner

2018 ◽  
Vol 67 ◽  
pp. 73-81
Author(s):  
Shahram Ashrafi ◽  
Fouad Tajik ◽  
Mojtaba Akram
Keyword(s):  

2017 ◽  
Vol 26 (3) ◽  
pp. 179-190
Author(s):  
Igor Boyko ◽  
Liudmyla Skochko ◽  
Veronica Zhuk

Abstract The interaction features of multi-level retaining walls with soil base were researched by changing their geometric parameters and locality at the plan. During excavation of deep foundation pits it is important to choose the type of constructions which influences on the horizontal displacements. The distance between the levels of retaining walls should be based on the results of numerical modelling. The objective of this paper is to present a comparison between the data of numerical simulations and the results of the in-situ lateral tests of couple piles. The problems have been solved by using the following soil models: Coulomb-Mohr model; model, which is based on the dilatation theory; elastic-plastic model with variable stiffness parameters.


Solid Earth ◽  
2016 ◽  
Vol 7 (2) ◽  
pp. 549-556 ◽  
Author(s):  
Linyou Lü ◽  
Ruzhen Wang ◽  
Heyong Liu ◽  
Jinfei Yin ◽  
Jiangtao Xiao ◽  
...  

Abstract. Soil coarseness is the main process decreasing soil organic matter and threatening the productivity of sandy grasslands. Previous studies demonstrated negative effect of soil coarseness on soil carbon storage, but less is known about how soil base cations (exchangeable Ca, Mg, K, and Na) and available micronutrients (available Fe, Mn, Cu, and Zn) response to soil coarseness. In a semi-arid grassland of Northern China, a field experiment was initiated in 2011 to mimic the effect of soil coarseness on soil base cations and available micronutrients by mixing soil with different mass proportions of sand: 0 % coarse elements (C0), 10 % (C10), 30 % (C30), 50 % (C50), and 70 % (C70). Soil coarseness significantly increased soil pH in three soil depths of 0–10, 10–20 and 20–40 cm with the highest pH values detected in C50 and C70 treatments. Soil fine particles (smaller than 0.25 mm) significantly decreased with the degree of soil coarseness. Exchangeable Ca and Mg concentrations significantly decreased with soil coarseness degree by up to 29.8 % (in C70) and 47.5 % (in C70), respectively, across three soil depths. Soil available Fe, Mn, and Cu significantly decreased with soil coarseness degree by 62.5, 45.4, and 44.4 %, respectively. As affected by soil coarseness, the increase of soil pH, decrease of soil fine particles (including clay), and decline in soil organic matter were the main driving factors for the decrease of exchangeable base cations (except K) and available micronutrients (except Zn) through soil profile. Developed under soil coarseness, the loss and redistribution of base cations and available micronutrients along soil depths might pose a threat to ecosystem productivity of this sandy grassland.


Sign in / Sign up

Export Citation Format

Share Document