Challenges and Innovations in Geotechnics: Proceedings of by Askar Zhussupbekov

By Askar Zhussupbekov

Challenges and options in Geotechnics is a collections of papers provided on the 8th Asian younger Geotechnical Engineering convention (8AYGEC, Astana, Kazakhstan, 5-7 August 2016), and covers numerous features the parts of soil mechanics and geotechnical engineering. The publication comprises detailed and keynote lectures and contributions on quite a lot of themes in geotechnical engineering and development:
(1) Laboratory and box Testing
(2) origin and Underground Structure
(3) flooring Improvement
(4) Earthquake and Environment
(5) Numerical and Analytical Modeling
(6) complex Soil Mechanics
(7) ancient Sites

Challenges and ideas in Geotechnics was released less than the auspices of the ISSMGE TC-305 ‘Geotechnical Infrastructures for Megacities and New Capitals’, and displays the current and destiny country of geotechnical engineering. The booklet can be super precious to geoengineers and researchers within the abovementioned areas.

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Extra info for Challenges and Innovations in Geotechnics: Proceedings of the 8th Asian Young Geotechnical Engineers Conference, Astana, Kazakhstan, August 5-7, 2016

Sample text

2 Palmyra The Syrian Desert city known as the Venice of the Sands has suffered another act of vandalism. 22 Figure 6. Destruction of Temple of Baalshamin. Figure 7. Remains of the Temple of Bel after being blown up. The Temple of Baal Shamin, the ancient stone ruin located in Palmyra, was targeted and destroyed in the summer of 2015. The composite of satellite imagery analyses by the United Nations Institute for Training and Research shows that sometime between Aug. 27, 2015, and Aug. 31, 2015, the main building of Temple of Bel and its prized rows of columns, one of the best-preserved Roman-era sites in the Syrian city of Palmyra, were destroyed with explosives.

Figure 11. Destruction of deep strip foundations within the explosion. 4 CONCLUSION Because of the differences of the structures and the architectural materials, it is nearly impossible to make a general rehabilitation rule for all buildings, so we should deal with each case separately. Supporting of foundations should include: • Three-dimensional measurements (by using modern scanners). • Full-scale architectural-Restoration study of the monument. • Geological and geotechnical surveys. 24 Blasi, C.

The O-cell testing method provides some important advantages. There is no structural loading system at the ground surface. Load can be applied at or very close to the pile tip for measurement of base resistance. In conventional top load testing, most or all of the shaft resistance must be mobilized before there is significant load transfer to the tip. The development of bidirectional load on high bearing capacity of the piles gives engineers a new powerful tool for assessing the interaction of the piles with the subsoil.

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