Model study of lateral earth pressure distribution developed on a rigid passive pile
Rijit pasif kazıkta meydana gelen yanal toprak basınç dağılımının model çalışması
- Tez No: 23500
- Danışmanlar: DOÇ. DR. M. UFUK ERGUN
- Tez Türü: Yüksek Lisans
- Konular: İnşaat Mühendisliği, Civil Engineering
- Anahtar Kelimeler: Large Direct Shear Box, Model Passive Pile, Soft Clay, Lateral Pressure Distribution, Bearing Capacity Factor, Shearing Resistance, Heyelan, Kayma dayanımı, Yanal basınç, Large Direct Shear Box, Model Passive Pile, Soft Clay, Lateral Pressure Distribution, Bearing Capacity Factor, Shearing Resistance, Landslide, Shear strength, Lateral pressure
- Yıl: 1992
- Dil: İngilizce
- Üniversite: Orta Doğu Teknik Üniversitesi
- Enstitü: Fen Bilimleri Enstitüsü
- Ana Bilim Dalı: Belirtilmemiş.
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: Belirtilmemiş.
Özet
ABSTRACT MODEL STUDY OF LATERAL EARTH PRESSURE DISTRIBUTION DEVELOPED ON A RIGID PASSIVE PİLE DAGISTANI, lyad M.S. in Civil Engineering Supervisor; Assoc.Prof,Dr.Ufuk ERGUN September, 1992, 166 pages. Landslide preveııtion is a majör problem where space is limited ör ¥hen corrective rneasures fail to insure the stability. The new method of dovelling the slide by inserting passive piles needed to be investigated. A model study of the lateral earth pressure distribution was carried out using a large direct shear box, kaolinite type olayey soil and a 30 cm long steel pile instrumented vith 16 nıiniature stress cells. Lateral earth pressure was measured in front and at the back side of the pile above and belov the slip surface, a model of rectangular lateral earth pressure distribution was proposed as an aid to be used in design of pile and slope stability problems, the lateral pressure vras defined in shape and magnitude in the main passive and quasi- passive zones around the pile. IIIA bearing capacity factor of about 2.7 above the slip surface and 8.8 belov the slip surface in the roain pressure zones vere found. 14% increase in the shear resistance was observed as a result of reinforcing the soil mass. it is found that previously used methods of estimating the lateral pressure values are overconservative above the sliding surface, these values affect the structural design of the piles and the value of the conrposite slopes safety factor.
Özet (Çeviri)
ABSTRACT MODEL STUDY OF LATERAL EARTH PRESSURE DISTRIBUTION DEVELOPED ON A RIGID PASSIVE PİLE DAGISTANI, lyad M.S. in Civil Engineering Supervisor; Assoc.Prof,Dr.Ufuk ERGUN September, 1992, 166 pages. Landslide preveııtion is a majör problem where space is limited ör ¥hen corrective rneasures fail to insure the stability. The new method of dovelling the slide by inserting passive piles needed to be investigated. A model study of the lateral earth pressure distribution was carried out using a large direct shear box, kaolinite type olayey soil and a 30 cm long steel pile instrumented vith 16 nıiniature stress cells. Lateral earth pressure was measured in front and at the back side of the pile above and belov the slip surface, a model of rectangular lateral earth pressure distribution was proposed as an aid to be used in design of pile and slope stability problems, the lateral pressure vras defined in shape and magnitude in the main passive and quasi- passive zones around the pile. IIIA bearing capacity factor of about 2.7 above the slip surface and 8.8 belov the slip surface in the roain pressure zones vere found. 14% increase in the shear resistance was observed as a result of reinforcing the soil mass. it is found that previously used methods of estimating the lateral pressure values are overconservative above the sliding surface, these values affect the structural design of the piles and the value of the conrposite slopes safety factor.
Benzer Tezler
- Kazıkların eksenel ve yatay yük taşıma kapasiteleri
The bearing capacity of piles under axial and lateral loading
NİLAY DURLANIK
- Zemin-boru etkileşimi ve gömülü rijit borular üzerindeki toprak yükleri ile ilgili karşılaştırmalı bir inceleme
A comparative study on soil-pipe interaction and loads on rigid underground conduits
ERCÜMENT ECE
Yüksek Lisans
Türkçe
1998
İnşaat Mühendisliğiİstanbul Teknik ÜniversitesiGeoteknik Ana Bilim Dalı
DOÇ. DR. TUĞRUL ÖZKAN
- Zemine gömülü borulara etkileyen yükler
The Loads acting on buried pipes into the soil
GÖKHAN DEĞİRMENCİ
Yüksek Lisans
Türkçe
1997
İnşaat Mühendisliğiİstanbul Teknik Üniversitesiİnşaat Mühendisliği Ana Bilim Dalı
PROF. DR. AHMET SAĞLAMER
- 16.7.1963 ve 28.7.1976 Kafkasya depremlerinin fay düzlemi çözümleri
Başlık çevirisi yok
ONUR TAN
Yüksek Lisans
Türkçe
1998
Jeofizik Mühendisliğiİstanbul Teknik ÜniversitesiJeofizik Mühendisliği Ana Bilim Dalı
DOÇ. DR. TUNCAY TAYMAZ
- Topuk-Göynükbelen (Orhaneli-Bursa) yöresi nikel oluşumlarının kökensel incelenmesi
Genetical investigation of nickel occurrences in the vicinity of Topuk-Göynükbelen, Orhaneli-Bursa
YÜKSEL ÖRGÜN
Doktora
Türkçe
1993
Jeoloji Mühendisliğiİstanbul Teknik ÜniversitesiJeoloji Ana Bilim Dalı
PROF.DR. ATİLLA AYKOL