This paper presents study on the experimental research on the consolidation characteristics of saturated clays which are important for settlement analysis. Soil samples are taken from Shintawkone Village, Ywezu Village and Football Stadium, Mandalay denoted as location A, B and C. Both disturbed and...
To determine and evaluate the soil structure in situ conditions, a lot of research methods have been proposed. However, ascertaining the applicability of these methods to soils of entirely different “types of structure,” which they can express and evaluate, is still a point of debate. With th...
Abdi MR, Parsa-Pajouh A, Arjomand M (2008) Effects of random fiber inclusion on consolidation, hydraulic conductivity, swelling, shrinkage limit and desiccation cracking of clays. Int J Civ Eng 6(4):284–292. http://ijce.iust.ac.ir/article-1-174-en.pdf. Accessed 12 Jul 2023 Abushamma...
Evolution of desiccation cracking behavior of clays under drying-wetting cycles. Rock Soil Mech. 2021, 42, 2763–2772. [Google Scholar] [CrossRef] Tang, C.S.; Cui, Y.J.; Tang, A.M.; Shi, B. Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey ...
It has the advantages of high stone rate, short and adjustable solidification time, good plasticity, micro expansion, no water separation, large water content of consolidation body, and long distance transportation. The stress-strain curve of high water material solidified at 1.5:1 water cement ...
These predictions are partly supported by data obtained from anisotropic consolidation tests on Leda clay, the major disagreements being due to the significant influence of structural cementation on the rate process.The experimentally observed rates of shear strain have been analyzed in terms of stress-...
Many of these URLs were constructed in granitic (40%) but the majority (60%) in sedimentary rocks, such as bedded salt and salt domes, clays, tuffs, limestones, and diatomite. There are three major URLs in claystones: (1) the site-specific Meuse/Haute Marne URL, located in the Paris...
(1907, Fig. 5) comprising (1) a detailed docu- mentation of more than 600 clay occurrences in Switzer- land including a 1:530′000 map overview (Fig. 6), (2) an experimental evaluation of the petrographic and physical properties of clays from all quarry sites and (3) a statisti...
Wiley has long held a pre-eminent position as a publisher of books on geotechnical engineering, with a particular strength in soil behavior and soil mechanics,...
The loading rate is intentionally kept constant to provide an experimental environment suitable for the evaluation of the pore pressure in our sample with a consolidation model, as discussed in the next section. This feature differentiates our study from the previous studies on montmorillonites (e.g...