Physical and Mechanical Behavior of Dredged Soil Acquired from Dal Lake—A Laboratory Study

2021 ◽  
pp. 157-169
Author(s):  
Rakshanda Showkat ◽  
B. A. Mir ◽  
K. M. N. Saquib Wani
Keyword(s):  
Mechanical Behavior ◽  
Laboratory Study ◽  
Dal Lake ◽  
Dredged Soil

Mechanical behavior of posterior all-ceramic hybrid-abutment-crowns versus hybrid-abutments with separate crowns-A laboratory study

2018 ◽  
Vol 30 (1) ◽  
pp. 90-98 ◽  
Author(s):  
Ingy Nouh ◽  
Matthias Kern ◽  
Ahmed E. Sabet ◽  
Ahmad K. Aboelfadl ◽  
Amina M. Hamdy ◽  
...  
Keyword(s):  
Mechanical Behavior ◽  
Laboratory Study ◽  
All Ceramic

scholarly journals Laboratory study and interpretation of mechanical behavior of frozen clay through state concept

2017 ◽  
Vol 57 (2) ◽  
pp. 194-210 ◽  
Author(s):  
Jinyuan Wang ◽  
Satoshi Nishimura ◽  
Tetsuya Tokoro
Keyword(s):  
Mechanical Behavior ◽  
Laboratory Study ◽  
Frozen Clay

A Laboratory Study of Two Straddle-Packer Systems Under Simulated Hydrofrac Stress-Measurement Conditions

1987 ◽  
Vol 109 (4) ◽  
pp. 180-190 ◽  
Author(s):  
K. Evans
Keyword(s):  
Mechanical Behavior ◽  
Laboratory Study ◽  
Stress Measurement ◽  
The Other ◽  
Strain Gages ◽  
Ideal Behavior ◽  
Coupling System ◽  
Two Systems ◽  
End To End ◽  
Maximum Interval

The mechanical behavior of two straddle-packer systems subjected to pressure histories which replicated hydrofracture stress-measurement procedures has been investigated. The systems were pressurized in borehole simulators consisting of lengths of steel casing instrumented with strain gages. From the strain histories, the stresses applied to the casing by the packer elements could be calculated. The systems studied differed in the manner in which the packer elements were coupled; in one system the packers were rigidly coupled end-to-end (rigid coupling), whereas in the other, the tops of the two packers were rigidly coupled leaving the bottom of the upper packer free to slide on the mandrel (sliding coupling). The elements that featured in the two systems were also greatly different. The results indicate that the sliding coupling system tested exhibited nearly ideal behavior up to the maximum interval pressure attained in the tests of 25 MPa. This is accredited to intrinsic superiority of the sliding coupling design.

scholarly journals Stabilisation of Dredged Soil for Road Pavement

2019 ◽  
Vol 8 (12) ◽  
pp. 4976-4981
Keyword(s):  
Large Scale ◽  
Clay Soil ◽  
Engineering Properties ◽  
Silty Clay ◽  
Dal Lake ◽  
Road Pavement ◽  
Dredged Soil ◽  
Disturbed Soil ◽  
Ecological Problems ◽  
Silty Clay Soil

Solid wastes are all the waste which arise from human being and mammal activities that are normally solid and are surplus as unwanted material. In this study, the firm waste has been generated by dredging the Dal Lake, which posesses grave dumping and ecological problems around the Dal Lake. In this study, different percentages of dredged material (by weight) were added to normal silty clay soil samples (obtained from Srinagar city in India) and their index properties and compaction characteristics (using Modified Proctor Compaction tests) were determined. Disturbed soil specimens for various laboratory tests were prepared in the laboratory at 0.95dmax and corresponding water content on the dry side of optimum. CBR sample stabilize with dredged soil were experienced for unsoaked and soaked (soaked for 4 days) conditions. Tests results shows great improvement in engineering properties and CBR value with rise in normal silty clay soil contents in dredged soil. therefore, dredged soil has both rewards. First, to avoid the remarkable ecological problems caused by large scale discarding of dredged soil and second, to help in suitable development of environment about well-known dal lake

A laboratory study on the MSW mechanical behavior in triaxial apparatus

2011 ◽  
Vol 31 (8) ◽  
pp. 1807-1819 ◽  
Author(s):  
Mehran Karimpour-Fard ◽  
Sandro Lemos Machado ◽  
Nader Shariatmadari ◽  
Ali Noorzad
Keyword(s):  
Mechanical Behavior ◽  
Laboratory Study ◽  
Triaxial Apparatus
Sign in / Sign up

Export Citation Format

Share Document