Presentation on theme: "“LIQUEFACTION” Prepared By: Husni M. Awwad Talal Z. Zammar"— Presentation transcript:
1An- Najah National University Faculty of Engineering Civil Engineering Department “LIQUEFACTION”Prepared By: Husni M. AwwadTalal Z. ZammarSupervisor: Dr. Isam Jardaneh
2Outline Background Mechanism of Liquefaction Calculation of LiquefactionRemedial MeasuresSimulation
3History Introduced by Arthur Casagrande (1935-8) Serious attention because of Japan, Alaska and Nigata earthquake in 1964.Evidence of liquefaction found in prior earthquakes
4Review Liquefaction Definition: σ’=σt-u The amplified movement of the ground, occurring after earthquake when the ground becomes over saturated with water and transforms from solid to a liquid state due to increase in pore water pressure and reduction in effective stress.
11Threshold Strain Equation: Can be write in this formula : ɣ= 1.2 a z/ v2s
12use of threshold strain If ɣ thus computed for any depth in cohesionless deposit is less than the threshold strain (typically or 0.01 percent), then there is safety against liquefaction.
13Cyclic Stress Ratio (CSR) and Cyclic Resistance Ratio (CRR) Calculation or estimation of two variables is required for evaluation of liquefaction resistance of soils (CSR), (CRR)CSR = (τav/σ'vo) = 0.65 (amax/g)(σvo/σ'vo)rd
14Method for Evaluating CRR Cone penetration test (CPT)Standard penetration test (SPT)Shear-wave velocity measurements (Vs )Becker penetration test (BPT)
15Standard Penetration Test (SPT) (N1)60 = NmCNCECBCRCSCorrelations for Fines Content and Soil Plasticity
16Cone Penetration Test (CPT) procedure are on average slightly smaller, and thus more conservative.
17Shear Wave Velocity The advantages of using VS : VS can be accurately measured in situ using a number of techniques .VS measurements are possible in soils that are difficult to penetrate with CPT and SPT.measurements can be performed in small laboratory specimens.VS is directly related to small-strain shear modulus.
18Becker Penetration Tests (BPT) CPT and SPT measurements, however, are not generally reliable in gravelly soils. Large gravel particles may interfere with the normal deformation of soil materials around the penetrometer increasing penetration resistance.
21Remedial Methods Advantages : Reduce foundation settlement. Increase shear strength to improve slope stability.Increase bearing capacityIncrease water permeability to accelerate drainage and thereby accelerate foundation settlement.Prevent soil liquefaction during earthquakes.