Results 1 to 10 of about 142,637 (215)

Study on influencing factors and prediction model of strength and compression index of sandy silt on bank under freeze–thaw cycles [PDF]

open access: yesScientific Reports
The Inner Mongolia section of the Yellow River is a seasonal frozen soil area, where the freeze–thaw effect can alter soil strength and compressibility, affecting bank stability.
Zhen Yang   +5 more
doaj   +2 more sources

Prediction of Compression and Swelling Index Parameters of Quaternary Sediments from Index Tests at Mersin District

open access: yesOpen Geosciences, 2019
Compression and swelling index parameters, obtained from consolidation test, are used to calculate settlement for normally and over-consolidated soils respectively.
Alptekin Aydın, Taga Hidayet
doaj   +2 more sources

Numerical Modeling for Prediction of Compression Index from Soil Index Properties in Jimma town, Ethiopia

open access: yesU.Porto Journal of Engineering, 2022
In this study, correlations are developed to predict compression index (Cc) from index parameters so that one can be able to model Jimma soils with compression index using simple laboratory tests.
Worku Firomsa   +2 more
doaj   +1 more source

Prediction of Compression Index of Saturated Clays Using Robust Optimization Model [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2020
Compression index (Cc) of normally consolidated (NC) clays determined by the oedometer experiments is utilized for calculating the consolidation settlement of shallow foundations.
Yusuf Erzin   +3 more
doaj   +1 more source

Shrinkage and Consolidation Characteristics of Chitosan-Amended Soft Soil—A Sustainable Alternate Landfill Liner Material

open access: yesBuildings, 2023
Kuttanad is a region that lies in the southwest part of Kerala, India, and possesses soft soil, which imposes constraints on many civil engineering applications owing to low shear strength and high compressibility. Chemical stabilizers such as cement and
Romana Mariyam Rasheed   +4 more
doaj   +1 more source

EFFECT OF ORGANIC WASTE ON GEOTECHNICAL PROPERTIES OF SOFT CLAY [PDF]

open access: yesJournal of Engineering and Sustainable Development, 2020
Artificial soils were prepared by mixing kaolinite with different percentage of organic material (animals waste) represented by 5, 10, 15 and 20% of soil dry weight.
Nahla Mohammed Salim   +1 more
doaj   +2 more sources

A Survey on the Relationships between Compression Index, Coefficient of Consolidation, and Atterberg Limits

open access: yesJournal of Sustainable Construction Materials and Technologies, 2022
Correlations between compression index and atterberg limits found in the literature are very important for preliminary estimation. These equations are usually interpreted based on the R-square parameter and classified according to the conditions of the ...
Sirin Ozkan Ipek, Kaveh Dehghanıan
doaj   +1 more source

Application of ANFIS Adaptive System to Estimate the Potential Consolidation of Clay Soils [PDF]

open access: yesمجله مدل سازی در مهندسی, 2016
The consolidation phenomenon occurs in the construction of structures on saturated clay soils which in effect this phenomenon the soil particles is compressed.
javad ahadiyan, فاطمه بهروزی
doaj   +1 more source

Mechanical properties of RoadyesTM-modified loess

open access: yesYantu gongcheng xuebao, 2023
The loess is structural and difficult to compact. How to solve the problem of loess compaction has always been a challenging technical problem in treatment of loess site foundation.
LI Hongru 1, 2, ZHAO Weilong 1, 2, NAN Zhongkai 1, 2
doaj   +1 more source

Tree-Based Techniques for Predicting the Compression Index of Clayey Soils [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2023
Compression index is an effective assessment of primary consolidation settlement of clayey soils, but the process of obtaining compression index is time-consuming and laborious. Thus, in the present study, we developed two classical tree-based techniques:
Tsang Long   +3 more
doaj   +1 more source

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