scholarly journals Soil-cement mixture properties and design considerations for reinforced excavation

2018 ◽  
Vol 10 (4) ◽  
pp. 791-797 ◽  
Author(s):  
Jianguo Fan ◽  
Dongyuan Wang ◽  
Duo Qian
2018 ◽  
Vol 196 ◽  
pp. 04026
Author(s):  
Sergey Sannikov ◽  
Sergey Kuyukov ◽  
Alexey Zamyatin ◽  
Alexandr Zhigailov

The paper presents a complex method for increasing water resistance and reducing crack formation by using a prefabricated foundation of soil-cement slabs with surface processing with a hydrophobizing material on basis of organosilicon compounds. Theoretical, laboratory and full-scale experimental studies were made. Theoretical studies are based on the substantiation of the geometric parameters of the slab in order to exclude the probability of its destruction under its own weight during building and installation works. The result of the first stage of laboratory studies is the determination of the optimum composition of soil-cement mixture in order to achieve a grade of strength M20. At the second stage, the effectiveness of the influence of hydrophobizing materials "Tiprom U" and "Penetron-Admix" on water absorption and compressive strength of soil-cement was determined. The final stage of the research was a full-scale experiment. In the factory environment, soil-cement slabs were manufactured in metal forms. Based on the results of the research, conclusions about the effectiveness of this complex method were made. The use of soil-cement slabs allows reducing crack formation, as well as to work all year round due to manufacturing and surface treatment of slabs in the factory conditions.


Buildings ◽  
2020 ◽  
Vol 10 (2) ◽  
pp. 26 ◽  
Author(s):  
Piotr Narloch ◽  
Piotr Woyciechowski

The article compared the test results of a number of features determining the durability of rammed earth durability in a humid continental climate. The results of wet to dry compressive strength ratio, frost resistance, linear shrinkage, resistance to erosion under the influence of a stream of pressurized water, and resistance to erosion under the influence of cyclic wetting and drying were presented. All of the tests were done on the same soil-cement mixture. On this basis, it was determined which of the methods of durability assessment is more and which is less restrictive. A new method for assessing the durability of CSRE in a humid continental climate has been proposed, which is the frost resistance test. This test is determined by the method that is described in the national annex of the European concrete standard of one of the temperate climate countries. The article also shows that a minimum of 9% of the cement additive and a soil mixture containing a gravel fraction are required, in order to ensure adequate rammed earth durability in a humid continental climate (i.e., frost resistance).


1992 ◽  
pp. 137-146
Author(s):  
Hiroaki NAGAOKA ◽  
Harumitsu TAMANO ◽  
Hirohiko TADA ◽  
Shouhei CHIDA

2015 ◽  
Vol 75 (5) ◽  
Author(s):  
N. D. S Bahrom ◽  
A. N. Abdul Ghani

Malaysiahas not yet experienced a totally severe levee failure as what have happened in other countries. However, flood has always been the major problem inMalaysiacaused by several factors including weather condition, man-made and also including levee or bund failure. Therefore, in order to produce a new alternative to improve the structures of levees and river banks, this study on preliminary investigation of soil-cement piling is done to see the possibility of it to be used in the strengthening of levee or bund and river banks. The investigation focused on determining suitable soil-cement ratio to produce soil cement pile encased in PVC pipes in terms of axial capacity. The results show that the soil-cement mixture with 11% cement ratio produced the reasonable pile axial/compressive capacity. 


2020 ◽  
Vol 157 ◽  
pp. 06006 ◽  
Author(s):  
Nikolay Seregin

The scientific article presents the results of the development of a method for improving the properties of soil-cement pile foundations by the drilling-mixing method using mechanical activation of soil-cement mixture in filler soils. Two methods for improving filler soils are considered. The choice of the mathematical methods for the research is justified. The feasibility of a complex combination of mathematical modeling methods and experimental design to achieve the goal set in this scientific article is substantiated. The physicomechanical characteristics of soil-cement are considered: a measure of brittleness, brittleness coefficient, compressive strength, splitting strength, strength variation coefficient. Based on the research, practical recommendations are given for improving soil-cement pile foundations.


1997 ◽  
Vol 37 (4) ◽  
pp. 93-103 ◽  
Author(s):  
Yuzhen Yu ◽  
Jialiu Pu ◽  
Keizo Ugai

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