Add to ORKGA portion of a slope of a subsurface waste containment cell failed. It is believed that this failure could be attributed to a sudden drawdown condition caused by the pumping of treated wastewater effluent stored inside the cell prior to construction of the permanent liner. This conclusion seems to be in agreement with the results of a stability analysis conducted utilizing post-failure slope profile data. A discussion of the analysis of the failure and the reconstruction of the slope is presented in this paper
This paper describes the remediation of a 300-foot long slope failure on the north bank of River Des...
A circular excavation, 117 feet (36 m) in diameter by 90 feet (27 m) deep, was designed by an experi...
Slope failure is one of the most prominent difficulties experienced in geotechnical engineering wher...
The sliding stability failure of the Kettleman Hills waste landfill focused attention on several iss...
A compacted silty clay containment dike for a waste slurry holding pond, with a design height of 44 ...
On 6th of January 2001, a fill slope collapsed in Putrajaya, Malaysia. The failed slope was 25m in h...
The paper describes the failure and reconstruction of an 80 ft. high, 8 acre tailings impoundment in...
During construction of a new wharf facility in Portland, Maine, an underwater slope failed during dr...
A case history of evaluation and remediation of an existing slope supporting two 15,000-gallon under...
With diminishing waste streams many sites now face closure before filling to intended profiles. As a...
Late in the summer of 1980, the dam for Snowbird Lake in Forestport, New York, U.S.A., experienced a...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
This paper relates to the conversion of a disused water reservoir into a landfill site for domestic ...
The engineering properties of waste spoil from phosphate mines in Southeastern Idaho...
A raw water storage reservoir was constructed with earth embankments and a soil blanket floor lining...
This paper describes the remediation of a 300-foot long slope failure on the north bank of River Des...
A circular excavation, 117 feet (36 m) in diameter by 90 feet (27 m) deep, was designed by an experi...
Slope failure is one of the most prominent difficulties experienced in geotechnical engineering wher...
The sliding stability failure of the Kettleman Hills waste landfill focused attention on several iss...
A compacted silty clay containment dike for a waste slurry holding pond, with a design height of 44 ...
On 6th of January 2001, a fill slope collapsed in Putrajaya, Malaysia. The failed slope was 25m in h...
The paper describes the failure and reconstruction of an 80 ft. high, 8 acre tailings impoundment in...
During construction of a new wharf facility in Portland, Maine, an underwater slope failed during dr...
A case history of evaluation and remediation of an existing slope supporting two 15,000-gallon under...
With diminishing waste streams many sites now face closure before filling to intended profiles. As a...
Late in the summer of 1980, the dam for Snowbird Lake in Forestport, New York, U.S.A., experienced a...
The failure of an embankment during its construction on soft clay foundation is investigated. Field ...
This paper relates to the conversion of a disused water reservoir into a landfill site for domestic ...
The engineering properties of waste spoil from phosphate mines in Southeastern Idaho...
A raw water storage reservoir was constructed with earth embankments and a soil blanket floor lining...
This paper describes the remediation of a 300-foot long slope failure on the north bank of River Des...
A circular excavation, 117 feet (36 m) in diameter by 90 feet (27 m) deep, was designed by an experi...
Slope failure is one of the most prominent difficulties experienced in geotechnical engineering wher...