Yan-Nam Erwin Oh

Geotechnical and Ground Improvement Aspects of Motorway Embankments in Soft Clay, Southeast Queensland (2007)

Oh, Yan-Nam Erwin

This dissertation is the first Geotechnical Engineering doctoral thesis in Griffith University, and a detail study of the soft clay as encountered in Southeast Queensland is carried out. In the study...

Geotechnical and Ground Improvement Aspects of Motorway Embankments in Soft Clay, Southeast Queensland (2007)

Oh, Yan-Nam Erwin

This dissertation is the first Geotechnical Engineering doctoral thesis in Griffith University, and a detail study of the soft clay as encountered in Southeast Queensland is carried out. In the study...

Geotechnical and Ground Improvement Aspects of Motorway Embankments in Soft Clay, Southeast Queensland (2007)

Oh, Yan-Nam Erwin

This dissertation is the first Geotechnical Engineering doctoral thesis in Griffith University, and a detail study of the soft clay as encountered in Southeast Queensland is carried out. In the study...

Geotechnical and Ground Improvement Aspects of Motorway Embankments in Soft Clay, Southeast Queensland (2007)

Oh, Yan-Nam Erwin

This dissertation is the first Geotechnical Engineering doctoral thesis in Griffith University, and a detail study of the soft clay as encountered in Southeast Queensland is carried out. In the study...

Geotechnical and Ground Improvement Aspects of Motorway Embankments in Soft Clay, Southeast Queensland (2007)

Oh, Yan-Nam Erwin

This dissertation is the first Geotechnical Engineering doctoral thesis in Griffith University, and a detail study of the soft clay as encountered in Southeast Queensland is carried out. In the study...

Geotechnical and Ground Improvement Aspects of Motorway Embankments in Soft Clay, Southeast Queensland (2007)

Oh, Yan-Nam Erwin

This dissertation is the first Geotechnical Engineering doctoral thesis in Griffith University, and a detail study of the soft clay as encountered in Southeast Queensland is carried out. In the study...

Strength degradation and critical state seeking behaviour of lime treated soft clay (2005)

Balasubramaniam, Aramugam, Buessucesco, B, Oh, Yan-Nam Erwin, Bolton, Mark William, Bergado, D.T, Lorenzo, G.A, ...

Traditionally, unconfined compression tests are carried out on lime and cement treated soft clays with parametric variation of the additive content and curing time. These studies were most valuable...

Behaviour of cement treated Melbourne and Southeast Queensland soft clays in deep stabilization works (2005)

Kwan, P.S., Bouazza, A., Fletcher, P., Ranjith, P. G., Oh, Yan-Nam Erwin, Shuttlewood, K., ...

A research program is now underway between Monash University and Griffith University in Australia, to study the engineering properties of selected soft clay in Australia, and to evaluate the...

Development of Predictive Model for Cement Stabilized Roadbase (2005)

Chai, Gary, Oh, Yan-Nam Erwin, Smith, Warren, Kawng W. Kim

Cement stabilisation is a common method for stabilising recycled road base material and provides a longer pavement life. With cement effect, the increment of stiffness in the stabilized layer would...

In-Situ Stabilization of Road Base Using Cement - A Case Study in Malaysia (2005)

Chai, Gary, Oh, Yan-Nam Erwin, Balasubramaniam, Aramugam, J. Chung

Cement stabilization is one of the most common techniques for stabilizing recycled road base material, and offers a longer pavement life. With the cement effect, the increase in stiffness of the...

Deep well pumping in the Bangkok plain and its influence on the ground improvement development with surcharge and vertical drains (2005)

Balasubramaniam, Aramugam, Oh, Yan-Nam Erwin, Bolton, Mark William, Bergado, D. T., Phienwej, N., Ilan Juran

The Bangkok subsoil that forms part of the larger Chao Phraya Plain consists of a broad basin filled with sedimen-tary soil deposits that form alternate layers of sand, gravel and clay. The depth of...

The application of normality rule and energy balance equations for normally consolidated clays (2005)

Balasubramaniam, Aramugam, Oh, Yan-Nam Erwin, Bolton, Mark William, Prof. Hiroyuki Araki

In this paper, it is reiterated that the Roscoe and Poorooshasb (1963) formulation of the stress strain behaviour of normally consolidated clays is indeed in a more generalized form which is easily...

Strength degradation and critical state seeking behaviour of lime treated soft clay (2005)

Balasubramaniam, Aramugam, Buessucesco, B, Oh, Yan-Nam Erwin, Bolton, Mark William, Bergado, D.T, Lorenzo, G.A

Traditionally, unconfined compression tests are carried out on lime and cement treated soft clays with parametric variation of the additive content and curing time. These studies were most valuable...

Behaviour of cement treated Melbourne and Southeast Queensland soft clays in deep stabilization works (2005)

Kwan, P.S., Bouazza, A., Fletcher, P., Ranjith, P. G., Oh, Yan-Nam Erwin, Shuttlewood, K., ...

A research program is now underway between Monash University and Griffith University in Australia, to study the engineering properties of selected soft clay in Australia, and to evaluate the...

Development of Predictive Model for Cement Stabilized Roadbase (2005)

Chai, Gary, Oh, Yan-Nam Erwin, Smith, Warren

Cement stabilisation is a common method for stabilising recycled road base material and provides a longer pavement life. With cement effect, the increment of stiffness in the stabilized layer would...

In-Situ Stabilization of Road Base Using Cement - A Case Study in Malaysia (2005)

Chai, Gary, Oh, Yan-Nam Erwin, Balasubramaniam, Aramugam

Cement stabilization is one of the most common techniques for stabilizing recycled road base material, and offers a longer pavement life. With the cement effect, the increase in stiffness of the...

Deep well pumping in the Bangkok plain and its influence on the ground improvement development with surcharge and vertical drains (2005)

Balasubramaniam, Aramugam, Oh, Yan-Nam Erwin, Bolton, Mark William, Bergado, D. T., Phienwej, N.

The Bangkok subsoil that forms part of the larger Chao Phraya Plain consists of a broad basin filled with sedimen-tary soil deposits that form alternate layers of sand, gravel and clay. The depth of...

The application of normality rule and energy balance equations for normally consolidated clays (2005)

Balasubramaniam, Aramugam, Oh, Yan-Nam Erwin, Bolton, Mark William

In this paper, it is reiterated that the Roscoe and Poorooshasb (1963) formulation of the stress strain behaviour of normally consolidated clays is indeed in a more generalized form which is easily...

Strength degradation and critical state seeking behaviour of lime treated soft clay (2005)

Balasubramaniam, Aramugam, Buessucesco, B, Oh, Yan-Nam Erwin, Bolton, Mark William, Bergado, D.T, Lorenzo, G.A

Traditionally, unconfined compression tests are carried out on lime and cement treated soft clays with parametric variation of the additive content and curing time. These studies were most valuable...

Behaviour of cement treated Melbourne and Southeast Queensland soft clays in deep stabilization works (2005)

Kwan, P.S., Bouazza, A., Fletcher, P., Ranjith, P. G., Oh, Yan-Nam Erwin, Shuttlewood, K., ...

A research program is now underway between Monash University and Griffith University in Australia, to study the engineering properties of selected soft clay in Australia, and to evaluate the...

Development of Predictive Model for Cement Stabilized Roadbase (2005)

Chai, Gary, Oh, Yan-Nam Erwin, Smith, Warren

Cement stabilisation is a common method for stabilising recycled road base material and provides a longer pavement life. With cement effect, the increment of stiffness in the stabilized layer would...

In-Situ Stabilization of Road Base Using Cement - A Case Study in Malaysia (2005)

Chai, Gary, Oh, Yan-Nam Erwin, Balasubramaniam, Aramugam

Cement stabilization is one of the most common techniques for stabilizing recycled road base material, and offers a longer pavement life. With the cement effect, the increase in stiffness of the...

Deep well pumping in the Bangkok plain and its influence on the ground improvement development with surcharge and vertical drains (2005)

Balasubramaniam, Aramugam, Oh, Yan-Nam Erwin, Bolton, Mark William, Bergado, D. T., Phienwej, N.

The Bangkok subsoil that forms part of the larger Chao Phraya Plain consists of a broad basin filled with sedimen-tary soil deposits that form alternate layers of sand, gravel and clay. The depth of...

The application of normality rule and energy balance equations for normally consolidated clays (2005)

Balasubramaniam, Aramugam, Oh, Yan-Nam Erwin, Bolton, Mark William

In this paper, it is reiterated that the Roscoe and Poorooshasb (1963) formulation of the stress strain behaviour of normally consolidated clays is indeed in a more generalized form which is easily...