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About Dr. Arya Assadi Langroudi, founder of the Geotechlinked KTN, and the timeline of the programme, aims, values, and areas of engagement.

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Arya Assadi

Flat 19, 6●●●●●●●●●●rough Rd.,

lo●●on , N128BL

UNITED KINGDOM

0743●●●●7866
ar●●●●●●●●●@gmail.com

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Arya Assadi

Flat 19, 6●●●●●●●●●●rough Rd.,

lo●●on , N128BL

UNITED KINGDOM

0743●●●●7866
ar●●●●●●●●●@gmail.com

View this contact

Arya Assadi

Flat 19, 6●●●●●●●●●●rough Rd.,

lo●●on , N128BL

UNITED KINGDOM

0743●●●●7866
ar●●●●●●●●●@gmail.com

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About Dr. Arya Assadi Langroudi, founder of the Geotechlinked KTN, and the timeline of the programme, aims, values, and areas of engagement.
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1 june news
2 outsource to us
3 learn with us
4 research with us
5 publish with us
6 latests of glinked
7 independent geotechnical advice
8 vocational training
9 geotechlinked ktn
10 publication
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june news,outsource to us,learn with us,research with us,publish with us,latests of glinked,independent geotechnical advice,vocational training,geotechlinked ktn,publication,research,training,consultancy,download,london ground,quick access,latest uploads
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About Dr. Arya Assadi Langroudi, founder of the Geotechlinked KTN, and the timeline of the programme, aims, values, and areas of engagement.

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1

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http://www.geotechlinked.com/download.html

Design to Eurocode 7 and advanced modelling. Can remedies be advised for specific soil compositions? How shape of grains affect particle size distribution? Mechanics of silty soils. Mechanics of clayey silt soils. Mechanics of cemented soils. Mechanics of clayey soils. Mechanics of swelling soils. Mechanics of collapsing soils.

2

Consultancy

http://www.geotechlinked.com/consultancy-.html

Seeking a planning permission to build on the lakeside, clifftop, picturesque challenging lands? Keen to go underground with least ground movements? Keen to use shallow footing on very soft grounds? Worried about mined spaces beneath your home? Worried about a moving slope next to your home? Seeking a planning permission and in need of a brief design - site appraisal? Keen to build an extension? Keen to build on challenging grounds e.g. soft grounds, chalky cliffs, silty grounds, etc? Are you spotting cr...

3

Home

http://www.geotechlinked.com/home.html

We continue to publish the Bulletin for Commission 18 IAEG - Problematic Soils - International Association of Engineering Geology IAEG. 13 years since first published, the bulletin welcomes original contributions as well as research reviews in the area of modern soil challenges within urban geotechnics theme. In the past two weeks, two of our young team members have started finding a way to introduce seepage forces - and GWT fluctuations - into sheet-pile wall design. 24 May 2015] Soon to be announced, w...

4

Engineering Ground Conceptual Model - London

http://www.geotechlinked.com/engineering-ground-conceptual-model---london.html

Some common complications with superficial deposits in London area are listed here! Undrained cohesion for London Clay is within the range of 90-170 kPa or 66-235kPa. Undrained cohesion for Lambeth formation is within the range of 205-330kPa. 600mm dia stone column (30 deg): 950 kPa. 600, 750, 900, 1050mm dia 12m pile : 350-850 kPa. 4x4 SQM Pad footing: 170-180 kPa. Raft footing at 1mbgl: 150-160 kPa. Rough bearing capacity values for London - after removing the top made ground layer - are:.

5

About GeotechLINKED

http://www.geotechlinked.com/about.html

BSc, MSc, CEng MIRCEO, Dr. Tech. Cand. BEng, MSc, CEng MIRCEO. BEng Hons, MSc. BEng Hons, MSc, PhD. BEng Hons, MSc, PhD, FGS. Head of Vocational Training. Our core strength in GeotechLINKED is Continuous Professional Development services for ground engineering establishments, across the business from consultants to contractors. GeotechLINKED offers a full circle of services including screening, tailored web-based remote training and re-assessment.

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In the past two weeks, two of our young team members have started finding a way to introduce seepage forces - and GWT fluctuations - into sheet-pile wall design. Their work is motivated by the recently reported complications with construction of the London jubilee line, where tunnel portal collapsed after saturated sand flowed into the cavern - a matter of high unforeseen seepage forces in a 10m thick sand layer sandwiched between two thick London Clay layers. 24 May 2015] Professors of earth sciences at...

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