Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 11, Problem 11.11P
To determine

Calculate the primary consolidation settlement of the clay layer.

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-840 cm- K107-50/32 610- K108-50/32- 2 25 -K103-50/32- N101 (10132) K409-50/32-- 25 K101-25/50 620 cm 257 K102-25/50 25 620 25 N102 Şantiye denetimi iyi. B K105 25/50 - SORU 2: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101, N102, N103 hacimleri sınıf olarak kullanılacaktır. Malzeme:C30/37-B500C Kaplama: mozaik karo fad: 20 fid: 434.78 Dolgu (asmolen): en hafif gazbeton blok Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır. a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz. b)Tüm kirişlerin yüklerini hesaplayınız. A K110-50/32- K104-50/32- 12.5 K111 50/32 K106 25/50 Boşluk K112 25/50
: +0 العنوان solle не A 4 يكا +91x PU + 96252 A heavy car plunges into a lake during an accident and lands at the bottom of the lake on its wheels as shown in figure. The door is 1.2 m high and I m wide, and the top edge of the door is 8 m below the free surface of the water. Determine the hydrostatic force on the door if it is located at the center of the the do strong pen , and discuss if the driver can open the door, if not; suggest a way for him to open it. Assume ong person can lift 100 kg, the passenger cabin is well-scaled so that no water leaks inside. The door can be approximated as a vertical rectangular plate ---20125 750 x2.01 Lake
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