Subscribe to the gold package and get unlimited access to Shamra Academy
Register a new userStudying the Creep Deformation of Expansive Clay Soil
دراسة تشوهات الزحف في التربة الغضارية المنتفخة
975
1 21
0
(
0
)
Authors
علي سليمان العبدالله( باحث )
Created by
Shamra Editor
Ask ChatGPT about the research
يتناول البحث دراسة تشوهات الزحف في الترب الغضارية المنتفخة ، حيث تبين أن هذه التشوهات لا ترتبط فقط بدخول الماء إلى التربة و انما هناك تشوهات انتفاخ تحصل من أجل رطوبة ثابتة و هذه التشوهات تحصل مع الزمن . يهدف هذا البحث إلى الدراسة النظرية و العملية لسلوك الزحف في التربة الغضارية المنتفخة .
This paper deals with the study of abnormalities crawl that occur in soils Algdharyh bulging Khat turns out that these abnormalities are not related only to enter the water to the soil, but there are distortions in order to get the bulge constant moisture and these distortions you get with the times. This research aims to theoretical and practical study of the behavior of creep in Algdharyh bulging soil.
References used
Bjerrum 1967 BJERRUM, L.: 7th Rankine Lecture: Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings. In Geo- technique 17 (1967), Nr. 1, S. 81.118
Buisman, K. (1936): “Results of long duration settlement tests”. Proceedings 1 st International Conference on Soil Mechanics and Foundation Engineering, Cambridge , Mass.Vol.1:103-107
Charles Lucian Sweden 2006-Geotechnical Aspect of Building On Expensive Soils in Kibaha,Tanzania: Preliminary Study
rate research
Read More
This research aims to study the deformations creep in clayey soils
treatment with calcium chloride.
Creep experiments were carried out on samples of soil was added
with different ratios of calcium chloride compound, was measured
deformations with time and monitor the impact of the proportion of
calcium chloride added to the soil to these deformations.
This research studies the effect of the addition of polypropylene
fibers (PF) on the properties of the swelling clayey soil. The effect
of PF on the shear strength of the clayey soil has been studied
and the results show that adding PF, up to spec
ific value,
increases the shear strength. Beyond this value of addition, the
shear strength decreases. The increase in shear strength was
about (100-110) % and the optimal addition ratio was determined.
Clayey expansive soils are fine grained soil with a low strength. Its
swelling potential and shear strength are significantly affected by
the water content.
This research aims to study the effect of the initial water content
on both shear strength and the required displacement to reach the
maximum strength.
Through the soil stabilization we follow improvement of the physical
properties of the soil by adding chemical binding materials. This paper deals
with the treatment of soil samples collected from four locations in the south of
Syria, that would b
e used in irrigation canals basement . The binding
material used for the soil treatment is quicklime (CaO). After different
treatments the soil samples have a different behaviour after addition of Lime in
the same percent which reflects their ability to be stabilized.
Laboratory program was conducted on different clayey soils to
determine linear modulus of elasticity, and to compare the results
with those concluded from field plate load testing.
Log in to be able to interact and post comments
comments
Fetching comments
Sign in to be able to follow your search criteria
