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Mark Argent - Geotechnical Engineering Blog

Mark Argent - Geotechnical Engineering Blog. Monday, November 9, 2009. End of Study Period 5 Post. The official teaching period is now over, with preparation for the final exam beginning. Since my last post, Geotechnical Engineering N has studied the design of slabs, expansive soils, unsaturated soil mechanics and pavement design and management. Monday, October 19, 2009. Revetment Walls in Unsaturated Clays. Report on an Australian Geomechanics Society or Footings Group Lecture. Steep slope excavations i...

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Mark Argent - Geotechnical Engineering Blog | markargent.blogspot.com Reviews
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Mark Argent - Geotechnical Engineering Blog. Monday, November 9, 2009. End of Study Period 5 Post. The official teaching period is now over, with preparation for the final exam beginning. Since my last post, Geotechnical Engineering N has studied the design of slabs, expansive soils, unsaturated soil mechanics and pavement design and management. Monday, October 19, 2009. Revetment Walls in Unsaturated Clays. Report on an Australian Geomechanics Society or Footings Group Lecture. Steep slope excavations i...
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Mark Argent - Geotechnical Engineering Blog | markargent.blogspot.com Reviews

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Mark Argent - Geotechnical Engineering Blog. Monday, November 9, 2009. End of Study Period 5 Post. The official teaching period is now over, with preparation for the final exam beginning. Since my last post, Geotechnical Engineering N has studied the design of slabs, expansive soils, unsaturated soil mechanics and pavement design and management. Monday, October 19, 2009. Revetment Walls in Unsaturated Clays. Report on an Australian Geomechanics Society or Footings Group Lecture. Steep slope excavations i...

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1

Mark Argent - Geotechnical Engineering Blog: The Use of Geotextiles and Geosynthetic Clay Liners in Landfills

http://markargent.blogspot.com/2009/08/use-of-geotextiles-and-geosynthetic.html

Mark Argent - Geotechnical Engineering Blog. Monday, August 31, 2009. The Use of Geotextiles and Geosynthetic Clay Liners in Landfills. Report on the Use of Geotextiles and Geosynthetic Clay Liners in the Construction of Modern Landfills. Discuss a recent example. However, due to the angular nature of drainage gravel placed above the geomembrane and the large vertical stresses experienced due to dead weight and dynamic loads from earthmoving equipment, it is important to protect the geomembrane from punc...

2

Mark Argent - Geotechnical Engineering Blog: Revetment Walls in Unsaturated Clays

http://markargent.blogspot.com/2009/10/revetment-walls-in-unsaturated-clays.html

Mark Argent - Geotechnical Engineering Blog. Monday, October 19, 2009. Revetment Walls in Unsaturated Clays. Report on an Australian Geomechanics Society or Footings Group Lecture. Steep slope excavations in stiff clay often stand up without any support [Source: SA Chapter Australian Geomechanics Society, URL: http:/ www.australiangeomechanics.org/common/files/sa/20090817-RevetmentWalls.pdf. It was then outlined that John's study involved investigating the range of soils along Adelaide's north-south corr...

3

Mark Argent - Geotechnical Engineering Blog: November 2009

http://markargent.blogspot.com/2009_11_01_archive.html

Mark Argent - Geotechnical Engineering Blog. Monday, November 9, 2009. End of Study Period 5 Post. The official teaching period is now over, with preparation for the final exam beginning. Since my last post, Geotechnical Engineering N has studied the design of slabs, expansive soils, unsaturated soil mechanics and pavement design and management. Subscribe to: Posts (Atom). End of Study Period 5 Post.

4

Mark Argent - Geotechnical Engineering Blog: August 2009

http://markargent.blogspot.com/2009_08_01_archive.html

Mark Argent - Geotechnical Engineering Blog. Monday, August 31, 2009. The Use of Geotextiles and Geosynthetic Clay Liners in Landfills. Report on the Use of Geotextiles and Geosynthetic Clay Liners in the Construction of Modern Landfills. Discuss a recent example. However, due to the angular nature of drainage gravel placed above the geomembrane and the large vertical stresses experienced due to dead weight and dynamic loads from earthmoving equipment, it is important to protect the geomembrane from punc...

5

Mark Argent - Geotechnical Engineering Blog: Potential Consequences of Failing to Control Seepage and Decant Water Level in a Tailings Dam

http://markargent.blogspot.com/2009/08/use-of-grout-curtains-in-water.html

Mark Argent - Geotechnical Engineering Blog. Thursday, August 13, 2009. Potential Consequences of Failing to Control Seepage and Decant Water Level in a Tailings Dam. Although the preferred engineering option for such dams are similar to a water retaining earth dam, tailing dam embankments are progressively built using readily available materials in either an upstream, downstream, or centreline orientation as the mining operation progresses (figure 1). During the design of a tailings dam embankment it is...

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Mark Argent - Geotechnical Engineering Blog. Monday, November 9, 2009. End of Study Period 5 Post. The official teaching period is now over, with preparation for the final exam beginning. Since my last post, Geotechnical Engineering N has studied the design of slabs, expansive soils, unsaturated soil mechanics and pavement design and management. Monday, October 19, 2009. Revetment Walls in Unsaturated Clays. Report on an Australian Geomechanics Society or Footings Group Lecture. Steep slope excavations i...

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