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JET GROUTING AND SOIL MIXING FOR INCREASED LATERAL PILE GROUP RESISTANCE (2010)

Lateral load tests were performed on a full-scale pile cap in clay before and after construction of shallow soilcrete walls produced by soil mixing and jet grouting on either side of the pile cap. This relatively simple approach increased the lateral resistance of the pile cap by 60% for soil mixing and 160% for jet grouting.
Reference:
GeoFlorida 2010: Advances in Analysis, Modeling & Design GSP199, ASCE
Organization:
Brigham Young University, USA
USA
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