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Ditemukan 4 dari pencarian Anda melalui kata kunci: subject="SOIL SUCTION"
cover
Soil suction measurements by filter paper
Komentar Bagikan
Bulut, R.

The paper reports on an evaluation of wetting and drying filter paper suction calibration and soil total and matric suction measurement techniques of filter paper method. Calibration of the method was investigated by constructing two calibration curves; one by using the process of wetting the filter papers through vapor flow and the other by using the method of drying the filter papers through …

Edisi
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ISBN/ISSN
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Deskripsi Fisik
243-261
Judul Seri
Expansive Clay Soils And Vegetative Influence On Shallow Foundations
No. Panggil
-
cover
Use of a New Thermal Conductivity Sensor to Measure Soil Suction
Komentar Bagikan
Shuai, F.

Soil suction (i.e., negative pore-water pressure) measurements are essential to predicting and verifying the behavior of an unsaturated soil. Some difficulties were encountered with soil suction measurements made using earlier versions of thermal conductivity soil suction sensors. An improved thermal conductivity sensor has been developed at the University of Saskatchewan, Saskatoon, Canada, Th…

Edisi
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ISBN/ISSN
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Deskripsi Fisik
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Judul Seri
Advances In Unsaturated Geotechnics . Asce Number 99
No. Panggil
625.7(047.31) Shu u
cover
Evaluation of a Moisture Probe for Monitoring Soil Suction in Residual Soils …
Komentar Bagikan
Nevels, James B.

The study of matrix and total suction versus depth is important in the analysis and design of slabs on grade such as light structure building slabs and highway pavements. This paper quantifies the seasonal moisture profiles with depth in two typical expansive Oklahoma clays. These soils can be characterized as being medium to highly plastic, blocky structured, with a medium stiff consistency, s…

Edisi
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ISBN/ISSN
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Deskripsi Fisik
13 - 31
Judul Seri
Advances In Unsaturated Geotechnics . Asce Number 99
No. Panggil
625.7(047.31) Nev e
cover
Suction Compression Index Based on CLOD Test Results
Komentar Bagikan
Perko, H.

Determination of the suction compression index, Ch, is necessary for predicting expansive soil heave based on soil suction. The CLOD Test is a convenient laboratory procedure for determining Ch, however it is not widely used. Rather, engineers often rely upon empirical correlations to find Ch. A laboratory investigation was conducted to verify previously established empirical relationships. The…

Edisi
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ISBN/ISSN
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Deskripsi Fisik
pp. 393-408
Judul Seri
Advances In Unsaturated Geotechnics . Asce Number 99
No. Panggil
624.13(063) Per s