1 AIT Asian Institute of Technology

Review of jet grouting application and some prediction of stability and settlementt

AuthorPiyachai Larpjiem
Call NumberAIT Thesis no. GE-99-29
Subject(s)Grouting

NoteA thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Civil Engineering
PublisherAsian Institute of Technology
Series StatementThesis ; no. GE-99-29
AbstractFrom the study, there are two methods of jet grouting in Thailand namely: single and double fluid method, which can be used in soft to very soft soil and loose sand. Jet grouting methods are applied to used in many applications such as: foundation improvement, increasing slope stability, acting as retaining wall, cut-off wall by jet grouted column, strengthening for tunnel excavation. The columns are applied for these applications depending on strength and arrangement. Jet grouting parameters used in Thailand are similar to those from the outside countries but they are adjusted to suit the soil condition of each job site. The grouting parameters in Thailand are obtained from experiences. The quality of jet grouting is controlled in three phases: (1) before construction (2) during construction and (3) after construction. In first phase, the quality is controlled by pull-out and trial test. Secondly, parameters of grouting and accuracy of construction i.e. depth, configuration and orientation are controlled by automatic or manual. And the last, the prope1iies of columns are confirmed by unconfined compressive strength and pile load test.
Year2000
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. GE-99-29
TypeThesis
SchoolSchool of Civil Engineering
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSGeotechnical Engineering (GE)
Chairperson(s)Lin, Der-Guey;
Examination Committee(s)Noppadol Phien-wej;Bergado, Dennes T.;
Scholarship Donor(s)Royal Thai Government (R TG);
DegreeThesis (M.Eng.) - Asian Institute of Technology, 2000


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