M L 7.3 M W 7.6. 11/11/20152 Chi-Chi epicenter Landslides.

Slides:

Advertisements

Similar presentations

Observations and predictions of the behaviour of large, slow-moving landslides in schist, Clyde Dam reservoir, New Zealand D.F. Macfarlane, Observations.

Advertisements

Loma Prieta Earthquake Mourad Amouri Nicolas Rodriguez.

Lab No 12 – Geological Maps Combination of Structures University of Sulaimani School of Science Department of Geology Practical Structural Geology Instructor:

Digley Reservoir, Holmbridge

Ainthorpe Landslide North York Moors Yorkshire March 5 th 1999 Louise Procter Alison Pepper.

Tsao-Ling rockslides, Taiwan 1 Ju-Jiang Hung Department of Civil Engineering, National Taiwan University, Taipei, Taiwan Chyi-Tyi Lee Ming-Lang Lin Institute.

Background: In the mid 18 th century a dam was built at E N for the E.N. Colton shingle and saw mills along the Mill Brook in the town of.

Geologic Maps and Structures Lab 2a Geology 208. Geologic Maps: Snoqualmie Pass.

Rider Structural Geology GCHERMAN Faults Some exercises adapted from Lisle, R. J., 2004, Geological Structures and Maps, Practical Guide, Third.

Overview of Exercise Module 1 – Geologic Setting Module 2 – Flow Regimes Module 3 – Downstream Effects.

Department of Geology and Geological Engineering Van Tuyl Lecture Series- Spring :00-5:00 p.m. in Berthoud Hall Room 241 Thursday, April 9, 2015.

EARTHQUAKE INDUCED LANDSLIDES: An assessment of Ness Castle- Arntully, St. Thomas, Jamaica Lyndon Brown, PhD Earthquake Unit, University of the West Indies,

NNPC FSTP Geoscience Course Code: Lesson. Geological Maps and Cross-Sections Contents.

Exercise set 3: Basic cross sections

Digital Terrain Models by M. Varshosaz

ACTIVITY PERÙ. The total annual rainfall is 10 mm in the coastal area and about 1,000 mm in the mountainous area. The annual amount of precipitation in.

These sessions will introduce the basic natural processes, historical geographic ranges, and potential impacts of the natural hazards that are not as unique.

Geometry Honors Section 7.1 Surface Area and Volume of Boxes.

TVI Resource Development (Phils), Inc. September Gossan Dam Embankment Construction Late July 2005 Placement of Core Zone Material. Placement of.

Earthquake Hazards.

ANALYSIS ON SLIDING MECHANISM OF TSAOLING ROCKSLIDE IN CHI-CHI EARTHQUAKE EVENT Tien Chien Chen National Pingtung University of Science & Technology Meei.

Geology of Virginia From the Coastal Plain to the Plateau.

赴国际水稻所访学情况汇报长江大学农学院邢丹英 2010 年 6 月. 学习目的学习时间、地点学习内容学习收获几点体会汇报提纲.

Travis Ball, PE USACE Seattle Hydraulic Engineering Section 2 May 2014 HWY 530 Landslide: Hydraulic Modeling in Support of County, State, and Federal Long-Term.

Impact of rainstorm-triggered landslides on high turbidity in a mountain reservoir Impact of rainstorm-triggered landslides on high turbidity in a mountain.

1 Folds, Faults and the Deformation of Earth’s Crust Cockscomb structure in Utah.

Hazards, Vulnerability, and Mitigation Sub-Committee.

12. Mass Wasting Classifications (Definitions, processes and controlling factors) Examples (Appling knowledge of processes) Prevention of Mass Wasting.

The Next Generation of Research on Earthquake-induced Landslides: An International Conference in Commemoration of 10th Anniversary of the Chi-Chi Earthquake,

Geological Engineering University of Wisconsin-Madison

Chih-Yu Kuo Chih-Yu Kuo Division of Mechanics,Research Center for Applied Sciences,Academia Sinica, Taiwan Rou-Fei Chen Institute of Earth Sciences, Academia.

Seventh Edition By David A. Madsen, Terence M. Shumaker, and David P. Madsen Civil Drafting Technology Chapter 12 Earthwork.

南水北调东线第一期工程山东段情况简介. 主要汇报内容二、南水北调山东段工程总体布置三、山东段工程项目划分及工程主要建设内容一、南水北调东线工程概况四、前期工作及工程建设进展情况五、工程总投资.

UGRC 144 Science and Technology in Our Lives/Geohazards

The reading is 7.38 mm. The reading is 7.72 mm.

Case Studies of Recent Flood Events – Lessons Learnt by Bhopal Singh N.N.Rai Director, Hydrology Central Water Commission Case Studies of Recent Flood.

10 mm is the same as... 1 cm. 20 mm is the same as... 2 cm.

Non-catastrophic Hongtsaiping Landslide Induced by the 1999 Chi-Chi Earthquake in Central Taiwan Insights from Distinct Element Method 1Chia-Han Tseng.

Geologic Maps Geologic Principles Original horizontality Superposition

Folds, Faults and the Deformation of Earth’s Crust

Faults Some exercises adapted from Lisle, R. J., 2004, Geological Structures and Maps, Practical Guide, Third edition

The Hungtsaiping landslides- from a rock slide to a colluvial slide

11 ISSUES IN EARTHQUAKE -TRIGGERED LANDSLIDES ; THE NEXT GENERATION?

Earth Science Presentation

Session 9: Geological Natural Hazards

Geologic Maps Geologic Principles Original horizontality Superposition

'. \s\s I. '.. '... · \ \ \,, I.

CE EN 544 Prepared for: Dr. Jones

Causes: Earthquakes and Overloading

Colorado National Monument

هل يمكن أن نكون جيل الأرض الأخير؟

Geologic Maps Geologic Principles Original horizontality Superposition

Cross-Sections Depict units as they would appear in a vertical slice through the crust, like in a cliff exposure. Cross-sections can be constructed by.

Geomath Geology Final Review - Part 1 tom.h.wilson

Geologic Geometry.

Geologic Maps and Cross Sections

Exercise set 1: V-Outcrop Patterns

' '· \ ·' ,,,,

Unit 3: Is it Newsworthy? 3-2 Types, Parts, & Pieces.

CEEN 544--Group 4 Pedro Garcia Elise Estep Jenny Blonquist

Geological and geotechnical studies around Kaswati dam, Kachchh, India: implications on tectonic stability, rock mass property and water retention capacity.

Earthquake Epicenters

Unit 3: Is it Newsworthy? 3-2 Types, Parts, & Pieces.

Civil Engineering Dept.

NW–SE section across Figure 2 showing the regional dip (exaggerated) of the post-Palaeozoic strata and the NW-facing scarp slopes of the Permian strata.

Presentation transcript:

M L 7.3 M W 7.6

11/11/20152 Chi-Chi epicenter Landslides

Jiufengershan landslide

Geological context

11/11/20156 Geological Section 1.5 km × 40~60m Elevation difference: ~ 500m Dip angle: 20°

11/11/2015 Jiufenershan landslide 7 Litho-Stratigraphy ageStratumLithologyT (m) Plio.Kueichulin (KC)Calcareous SS.?? M Mio. H Changhukeng (CHt)Sdy. St. and Sh.180 M Changhukeng (CHm)Muddy SS.90 L Changhukeng (CHb)glauconite Sh.80 M Mio. H Shihmen (SMt)Massive SS.165 M Shihmen (SMm)Thick muddy SS.110 L Shihmen (SMb)Interbedded145 E Mio.Tanliaoti (TL)Thick Sh.??

11/11/20159

10 Monocline ?

11/11/201512

11/11/201513

11/11/201514

11/11/201517

11/11/201518

11/11/201519

11/11/201520

11/11/ Cut-and-fill volume Cut: 42.1 x 10 6 m 3 Fill: 50.5 x 10 6 m 3

11/11/201523

11/11/201524

11/11/ Tsaoling landslide

11/11/ Time Triggered by Landslide process Slide volume (km 3 ) Dam height (m) Effects 1862 Earthquake (M L =6-7) Landslide formation of a dam 1898Rainfall (?)Landslide dam broke 1941 Earthquake (M L =7.1) persons killed and formation of a dam 1942Rainfall (776mm) persons killed and increased landslide dam 1951Rainfall (770mm) persons killed and broke landslide dam 1979 Rainfall (327mm) Landslide formation of a dam Rainfall (624mm)0.040Landslide dam broke 1999 Earthquake (M L =7.3) persons killed and formation of a dam Historical events in Tsaoling

Geological map

11/11/ Stratigraphic column and profile

DTMs

11/11/ Geological profile Sliding area

11/11/ Cut-and-fill volume 1999 vs.2003

11/11/ Cut-and-fill volume 2003 vs.2007

11/11/ Retreat of the scarp main scarp 730m

11/11/ Retreat of the scarp 155m minor scarp

11/11/ Retreat of the scarp 38m lateral scarp

11/11/ Retreat of the scarp m upstream

11/11/ Retreat of the scarp 240m downstream

11/11/ B E D A C

11/11/201539

11/11/201540

11/11/201541

11/11/201542

11/11/201543

11/11/201544

11/11/201545

11/11/201546

11/11/201547

11/11/201548

11/11/201549

11/11/201550

11/11/201551

11/11/201552

11/11/201553

11/11/201554

11/11/201555

11/11/201556

11/11/201557

11/11/201558