This paper outlines the forensic analysis done in relation to a filling done to raise the general ground level in an area where a large housing complex is under construction near New Delhi, India. After the structures had been completed, trenches were dug to lay sewage and other service lines and the soil at the bottom had been observed to be in a slushy condition. A meticulous and detailed forensic diagnosis and analysis indicated uncontrolled filling. Measures were evolved to contain the slushy zone and compact the upper layers so that the service lines as well as roads could be laid. The paper presents the investigations conducted, analysis performed, and evaluation of the successful and satisfactory performance of the recommended remedi...
Problematical soils occur in many parts of the world, both naturally and as a result of man-made act...
One of the most recognized geotechnical hazard which causes dramatic life lost and serious damages t...
Pavement sections constructed over expansive soil deposits often exhibit excessive distresses due to...
The city of Hyderabad is a part of lower Indus Basin with arid-tropical climatic conditions. Geologi...
During the year 1995, at Anta (India) gas power project township a large number of structures, which...
A section of a highway carrying heavy traffic was located on fill of height ranging from 2-3m. The t...
A number of cases have come to light in Delhi recently where partial or total failure of buildings h...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
Ground distresses such as ground settlement/subsidence, lateral movement, cracking, etc, are usually...
This paper introduces a case where pipe piles failed during construction. The accident happened when...
Forensic investigations in engineering term may be conducted to identify the causes of failure to fa...
Forensics in the geo-domain encompasses an extensive array of topics with specific emphasis in geote...
TOOBA deep excavation project was conducted in a densely developed area in the North West of Tehran,...
Thin plastic clay seams existing in the upper Shivalik formations caused hazardous geotechnical prob...
This paper discusses the causes of damage of a broadcasting transmission station suffered from settl...
Problematical soils occur in many parts of the world, both naturally and as a result of man-made act...
One of the most recognized geotechnical hazard which causes dramatic life lost and serious damages t...
Pavement sections constructed over expansive soil deposits often exhibit excessive distresses due to...
The city of Hyderabad is a part of lower Indus Basin with arid-tropical climatic conditions. Geologi...
During the year 1995, at Anta (India) gas power project township a large number of structures, which...
A section of a highway carrying heavy traffic was located on fill of height ranging from 2-3m. The t...
A number of cases have come to light in Delhi recently where partial or total failure of buildings h...
The paper deals with three case studies where the foundations of buildings in the coastal areas of S...
Ground distresses such as ground settlement/subsidence, lateral movement, cracking, etc, are usually...
This paper introduces a case where pipe piles failed during construction. The accident happened when...
Forensic investigations in engineering term may be conducted to identify the causes of failure to fa...
Forensics in the geo-domain encompasses an extensive array of topics with specific emphasis in geote...
TOOBA deep excavation project was conducted in a densely developed area in the North West of Tehran,...
Thin plastic clay seams existing in the upper Shivalik formations caused hazardous geotechnical prob...
This paper discusses the causes of damage of a broadcasting transmission station suffered from settl...
Problematical soils occur in many parts of the world, both naturally and as a result of man-made act...
One of the most recognized geotechnical hazard which causes dramatic life lost and serious damages t...
Pavement sections constructed over expansive soil deposits often exhibit excessive distresses due to...