Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Laboratory Study on Consolidation Settlement of Foundation on Soft Saturated Marine Clay Overlain by GeoCells Infilled with Sand
In the present study, laboratory one-dimensional consolidation studies under sustained loads have been carried out on pure soft saturated clay of 250 mm thickness in tank having inside dimensions of 570 mm × 570 mm. The clay bed was loaded at its center with the aid of a circular steel plate of 170 mm diameter and 20 mm thickness. Similar tests were performed by placing a layer of geocell mattress having opening 40 mm by 40 mm and 25 mm height. For these cases, the sustained load applied varied from 0.01, 0.1, 0.2, 0.3, 0.4, 0.8, 1.6 and 3.2 kg/cm2 for the time duration up to 90% consolidation for each load. The termination criteria considered was a maximum stress of 3.2 kg/cm2 or 70 mm whichever is early. Tests results of geocells were compared with the pure clay condition. This paper presents result of time vs settlement and load versus settlement for the various cases studied.
Laboratory Study on Consolidation Settlement of Foundation on Soft Saturated Marine Clay Overlain by GeoCells Infilled with Sand
In the present study, laboratory one-dimensional consolidation studies under sustained loads have been carried out on pure soft saturated clay of 250 mm thickness in tank having inside dimensions of 570 mm × 570 mm. The clay bed was loaded at its center with the aid of a circular steel plate of 170 mm diameter and 20 mm thickness. Similar tests were performed by placing a layer of geocell mattress having opening 40 mm by 40 mm and 25 mm height. For these cases, the sustained load applied varied from 0.01, 0.1, 0.2, 0.3, 0.4, 0.8, 1.6 and 3.2 kg/cm2 for the time duration up to 90% consolidation for each load. The termination criteria considered was a maximum stress of 3.2 kg/cm2 or 70 mm whichever is early. Tests results of geocells were compared with the pure clay condition. This paper presents result of time vs settlement and load versus settlement for the various cases studied.
Laboratory Study on Consolidation Settlement of Foundation on Soft Saturated Marine Clay Overlain by GeoCells Infilled with Sand
Lecture Notes in Civil Engineering
Patel, Satyajit (Herausgeber:in) / Solanki, C. H. (Herausgeber:in) / Reddy, Krishna R. (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Katti, Anand R. (Autor:in) / Shingote, Sagar B. (Autor:in)
23.04.2021
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Soft Clay Subgrade Stabilisation Using Geocells
| British Library Conference Proceedings | 1995
Investigations on soft clay subgrade strengthening using geocells
| British Library Online Contents | 1996
Investigations on soft clay subgrade strengthening using geocells
| Online Contents | 1996