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Case Study Webinar How to Model Piles in Midas GTS NX? March 23, 2021 (Tue)
- Time 1: SGT, MYT 3pm / AEDT 6pm
- Time 2: GMT 11am / CET 12pm / CAT 1pm / GST 3pm / IST 4:30pm | Duration : 60 min

Modelling piles in finite elements has become inevitable in geotechnical design. The author will share his hands-on experience in pile modelling and recommend the most efficient way of pile modelling. The latest findings on load transfer behaviour of bored piles will be lectured and followed by three practical examples. These project sharing includes the modelling of pile installation effect near the river bank, large movement of bridge approach in one forensic investigation, and interaction between multi-deep-excavations and tunnelings.

    How to model piles in Midas GTS NX? Dr. Toh Associates Sdn. Bhd.

Dr. Toh Associates Sdn. Bhd._logo(150.150)







Dr. Toh Associates Sdn. Bhd.

Dr. Toh Associates Sdn. Bhd. is a continuation of Dr. C.T. Toh Consultant which was set up in January 1989 to undertake consultancy works in geotechnical engineering. The firm is based in Kuala Lumpur and has a small staff of 3 professional geotechnical engineers and 2 engineering geologists. The staff of Dr. Toh Associates Sdn. Bhd. are all from Dr. C.T. Toh Consultant.


Most of the works undertaken are within Peninsular and East Malaysia. However a few projects have been undertaken in Bangladesh, Myanmar, Vietnam, Sri Lanka and Philippines. Our clients include general civil and structure engineering consultants, contractors, design – build contractors, project managers and developers.


>> Website https://www.drtohassociates.com

01 A New t-z and q-w model

- Hardening and softening t-z curve

- Hardening and stiffening q-w curve

- Single input parameter - SPT N value

- The model was tested against 35 piles in database, 27 pile around the globe and 2 class A predictions in Cambodia. 

02 Modelling pile installation effect
near river bank

- Cylindrical capacity expansion problem

- Modelling the effect of pile group installation near river bank

- 3-dimensional problem

- Modelling vs measurement

03 Modelling large movement of bridge approach

- Simulate large movement problem in soft clay

- 3-dimensional problem

- Modelling vs measurement

04 Modelling multiple-deep-excavations and tunnelings

- Simulate interaction between multiple deep excavations and tunnelings

- 3-dimensional problem

- Modelling vs measurement

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  • 01 Free License of GeoXD

    It is available to all engineers who have applied for the online training course

  • 02 Free Trial of GTS NX

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