A Formulation for Estimating the Compression of Fibrous Peat Using Three Parameters

2019 ◽  
Vol 19 (1) ◽  
pp. 04018187
Author(s):  
Mohan P. Acharya ◽  
Michael T. Hendry
Keyword(s):  
2011 ◽  
Vol 2 (2) ◽  
pp. 39-47 ◽  
Author(s):  
Pui Tau Shien ◽  
Seneviratne H.N. ◽  
Dygku Salma Awg Ismail

Fibrous peat is an undrained peat that usually possesses very high moisture content. However, not all experimental procedures are applicable for determination of moisture content of fibrous peat. This research is aimed at examining the determination of insitu moisture content of fibrous peat using field measurements. The peat soil samples were collected at shallow depths from Asajaya at Kota Samarahan and Taman Kopodims at Matang , Kuching Sarawak by using peat auger. The laboratory tests such as determination of moisture content, fiber content, particle density and ash content were conducted on the collected samples in order to establish relationships between the parameters. Undisturbed peat samples from Matang were subjected to falling head permeability test to determine the saturated permeability. The saturated sample were then allowed to drain freely to simulate the moisture loss possible during sampling when samples were brought out of boreholes. The test results showed that moisture content varies according to the drying temperature and position of the soil sample (top, middle and bottom) during sampling. Comparing samples from both locations, peat soil from Kota Samarahan possessed higher moisture content. The saturated permeability of peat sample was in the range of 2.62 – 3.05 cm/s. The free draining trial showed that moisture loss during sampling significantly influence the moisture content measurement. The variation in value of moisture content for fibrous peat may occurs due to several factors such as existing ground water table, sampling method by boring, existing standard test procedure which is not suitable for peat soils requirement and also because of the physical properties which varied according to depth of soil.


2017 ◽  
Author(s):  
Yulindasari Sutejo ◽  
Anis Saggaff ◽  
Wiwik Rahayu ◽  
Hanafiah

Author(s):  
Grytan Sarkar ◽  
Abouzar Sadrekarimi

Cyclic shearing behavior, dynamic characteristics, and post-cyclic volume change of a peat sublayer from the Port Lands area of Toronto (Ontario, Canada) are investigated in this study. Laboratory specimens are trimmed from block samples collected from a depth of about 4.0 to 4.5 m. Constant-volume cyclic direct simple shear tests indicate an initial reduction of effective stress with number of stress cycles. However, the corresponding excess pore pressure ratios do not exceed 60%, indicating a cyclic mobility behavior in the peat specimens. Maximum shear moduli of the peat samples are also determined from shear wave velocity measurements. Post-cyclic volumetric strain, as well as the variations of secant modulus, modulus reduction, and damping ratio of the peat are presented in terms of cyclic shear strain and compared with other studies. Empirical relationships are proposed for characterizing the shear modulus and damping ratio of Toronto peat.


1975 ◽  
Vol 101 (8) ◽  
pp. 741-753
Author(s):  
Peter L. Berry ◽  
Brian Vickers
Keyword(s):  

2016 ◽  
Vol 76 (2) ◽  
pp. 575-586 ◽  
Author(s):  
Ali Dehghanbanadaki ◽  
Ali Arefnia ◽  
Azin Keshtkarbanaeemoghadam ◽  
Kamarudin Ahmad ◽  
Shervin Motamedi ◽  
...  

2018 ◽  
Vol 78 (3) ◽  
pp. 1345-1358 ◽  
Author(s):  
Ali Dehghanbanadaki ◽  
Mohammad Ali Sotoudeh ◽  
Iman Golpazir ◽  
Azin Keshtkarbanaeemoghadam ◽  
Marjan Ilbeigi

2012 ◽  
Vol 629 ◽  
pp. 461-465
Author(s):  
Kazemian Sina ◽  
Moayedi Hossien

The distribution of peat deposits can be found in many countries and peat-land constituents from 5 to 8% of earth land surface, where approximately 60% of the wetlands are peat. An increasing growth of the population leads to the necessity of peat-land utilization for development purposes. This article describes a laboratory study on the effect of sodium silicate on the compressibility parameters of peat, which are settlement, void ratio, compression index and coefficient of secondary compression. The effect of the sodium silicate and ordinary Portland cement on the compressibility parameter of peat is investigated through Rowe Cell consolidation test. At the end of this study, it is shown by increasing sodium silicate (within 2.5%), cement on treated peat, they are able to improve compressibility parameters of fibrous peat much more than conventional binders like pure cement.


2017 ◽  
Author(s):  
Mohan P. Acharya ◽  
Michael T. Hendry ◽  
C. Derek Martin
Keyword(s):  

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