Utilizing undisturbed soil sampling approach to predict elastic modulus of cohesive soils: a Gaussian process regression model

Author:

Nawaz Muhammad Naqeeb,Khan Muhammad Hasnain Ayub,Hassan Waqas,Jaffar Syed Taseer Abbas,Jafri Turab H.

Publisher

Springer Science and Business Media LLC

Reference54 articles.

1. Ahmad M, Ahmad F, Wróblewski P et al (2021) Prediction of ultimate bearing capacity of shallow foundations on cohesionless soils: a gaussian process regression approach. Appl Sci 11:10317

2. Alam G, Hafeez I, Aman A, Yaseen G (2021) Effect of binder modification and thermal conditioning on asphalt binder rheology. J Chinese Inst Eng 44:119–127

3. Alin A (2010) Multicollinearity. Wiley Interdiscip Rev Comput Stat 2:370–374

4. Amundsen HA, Emdal A, Sandven R, Thakur V (2015) On engineering characterisation of a low plastic sensitive soft clay. GeoQuebec, Quebec

5. Amundsen HA (2012) Slope stability at Rein Kirke based on results from Sherbrooke block samples. Doctoral dissertation, MSc thesis, NTNU

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