Author: Laifa Cao
Statistical Correlations between ultimate bearing capacity (q u) and SPT- N value for glacial tillsKanagaratnam Balachandran, Laifa Cao (GeoCalgary 2022)
Challenge of driven piles in Southern Ontario
Laifa Cao (GeoCalgary 2022)
CASE STUDY - DESIGN OPTIMISATION OF A PERMANENT CANTILEVER RETAINING WALL AND VALIDATION WITH INSTRUMENTATION AND MONITORING RESULTS
Raluca Opris, Benoit Latapie, Laifa Cao, Alain Plaisant, WSP Canada Inc. (GeoNiagara 2021)
Statistical Properties of Pressuremeter Test Parameters of Glacial Deposits in the GTA
Lucas Bohrer, Jinyuan Liu, Laifa Cao (GeoNiagara 2021)
Use of piezocone penetration testing in South Ontario
Laifa Cao (GeoNiagara 2021)
A case study of reinforced soil slopes in Ontario
Laifa Cao, Scott Peaker (GeoVirtual 2020)
Statistical Correlations between effective angle of internal friction (?’) and SPT- N value for cohesive glacial tills
Kanagaratnam Balachandran, Laifa Cao (GeoSt. John's 2019)
Use of micropiles in Southern Ontario
Laifa Cao, Scott Peaker (GeoSt. John's 2019)
A deviatoric softening law for predicting the deformation of soft clays subject to anisotropic consolidation
Cong Shi, Jinyuan Liu, Tareq Salloum, Laifa Cao (GeoSt. John's 2019)
Challenges with tunnelling in saturated cohesionless soils
Laifa Cao, Scott Peaker (GeoEdmonton 2018)
Can GBR baselines be reasonably measured during construction? – Some case studies
Scott Peaker, Laifa Cao (GeoEdmonton 2018)
A case study of roadway embankment design near a retaining wall in Montreal
Laifa Cao, Scott Peaker (GeoOttawa 2017)
Statistical correlations between undrained shear strength (CU) and both SPT- N value and net limit pressure (PL) for cohesive glacial tills
Kanagaratnam Balachandran, Jinyuan Liu, Laifa Cao, Scott Peaker (GeoOttawa 2017)
Finite Element Simulation of Pressuremeter Test in Glacial Tills
Kanagaratnam Balachandran, Jinyuan Liu, Laifa Cao, Scott Peaker (GeoVancouver 2016)
A Case Study of Embankment Retaining Wall in Ontario
Laifa Cao, Scott Peaker, Shaheen Ahmad (GeoVancouver 2016)
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