Preliminary Geotechnical Observations of the July 29, 2008 Southern California Earthquake

Similar documents
Handout 1. Amplitude. Time (in s) Amplitude Amplitude. Time (in s) Time (in s) East RUS. North. Vertical. East WLT. North. Vertical KIK. East.

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

Magnitude 6.9 GULF OF CALIFORNIA

Geology, Soils, and Seismicity

APPENDIX IV.A Geotechnical Study

SURFACE GEOLOGY AND LIQUEFACTION SUSCEPTIBILITY IN THE INNER RIO GRANDE VALLEY NEAR ALBUQUERQUE, NEW MEXICO

New USGS Maps Identify Potential Ground- Shaking Hazards in 2017

Geotechnical Extreme Events Reconnaissance Report:

September 28, 2004 Parkfield Earthquake

The following provides summary definitions of terms relating to mineral resources:

Effects of Surface Geology on Seismic Motion

Magnitude 6.3 SOUTH ISLAND OF NEW ZEALAND

Earthquake Hazards in Douglas County

New Madrid and Central U.S. Region Earthquake Hazard

The L.A. Earthquake Sourcebook

3.10 GEOLOGY/SOILS/SEISMIC/TOPOGRAPHY

What We Know (and don t know)

SURFACE WAVES AND SEISMIC RESPONSE OF LONG-PERIOD STRUCTURES

5. Environmental Analysis

GEOLOGY, SOILS, AND SEISMICITY

LOS ANGELES COUNTY OFFICE OF EDUCATION

Earthquakes. Chapter Test A. Multiple Choice. Write the letter of the correct answer on the line at the left.

Y. Shioi 1, Y. Hashizume 2 and H. Fukada 3

3.1 GEOLOGY AND SOILS Introduction Definition of Resource

Mw 7.8, Southwest of Sumatra, Indonesia Wed, 2 March 2016 at 12:49:48 UTC M /03/03

Earthquake Hazards in Henderson

Converse Consultants Geotechnical Engineering, Environmental & Groundwater Science, Inspection & Testing Services

Preliminary report on the Canterbury Earthquake South Island of New Zealand , M 6.3

Appendix 6A Geologic Information about the Project Area prepared by Ninyo & Moore October 2008

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY/SOILS

5. Environmental Analysis

Before exploring the effects of the 1906 earthquake, watch the video on ground shaking and liquefaction at:

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY AND SOILS

Geotechnical aspects of the M Maule, Chile earthquake

3.3 GEOLOGY AND SOILS Environmental Setting Geologic Conditions

November 16, 2016 Revised August 15, 2017 File No Trammell Crow Company 2221 Rosecrans Avenue, Suite 200 El Segundo, California 90245

Foundations on Deep Alluvial Soils

3.8 Geology/Soils. Environmental Setting. Topography. Geology and Soils

PAHRUMP REGIONAL PLANNING DISTRICT MASTER PLAN 2010

Geology 229 Engineering Geology Lecture 27. Earthquake Engineering (Reference West, Ch. 18)

Module 2, Investigation 1: Earthquake Hazards

3E. Geology and Soils

Basic Seismological Characterization for Platte County, Wyoming. James C. Case Wyoming State Geological Survey July, 2002 BACKGROUND

Overview of the Seismic Source Characterization for the Palo Verde Nuclear Generating Station

9. SLOPE AND EMBANKMENT FAILURES

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

Lecture # 6. Geological Structures

appendix e: geologic and seismic hazards

Paleoseismic Investigations for Determining the Design Ground Motions for Nuclear Power Plants

ACCOUNTING FOR SITE EFFECTS IN PROBABILISTIC SEISMIC HAZARD ANALYSIS: OVERVIEW OF THE SCEC PHASE III REPORT

A magnitude 7.4 earthquake struck 255 km (158 miles) southwest of Tonga, according to the US Geological Survey, but there were no reports of damage.

SECTION 3. Housing. EAppendix E GEOLOGIC AND SEISMIC HAZARDS

Earthquakes in Ohio? Teacher Directions and Lesson

From Punchbowl to Panum: Long Valley Volcanism and the Mono-Inyo Crater Chain

Geology 101 Study Guide #4

United States Department of the Interior

Magnitude 6.5 OFFSHORE NORTHERN CALIFORNIA

Magnitude 7.0 PAPUA, INDONESIA

IV. Environmental Impact Analysis D. Geology

4.5 GEOLOGY AND SOILS

Setting MOUNTAIN HOUSE NEIGHBORHOODS I AND J INITIAL STUDY 5. ENVIRONMENTAL CHECKLIST 6. GEOLOGY AND SOILS. Issue

GEOLOGY AND SOILS. This chapter summarizes geologic and geotechnical aspects of the site as they relate to the Project.

Earthquake Hazards in Washoe County

Pumping water for crops may trigger earthquakes in Central California

Magnitude 7.7 QUEEN CHARLOTTE ISLANDS REGION

Comparison between predicted liquefaction induced settlement and ground damage observed from the Canterbury earthquake sequence

Magnitude 7.6 & 7.6 PERU

Basin & Range / Mojave Desert

The primary native soil types in the San Gabriel Mountains are silt loam and sand (SCAG, 2004).

Identification of Lateral Spread Features in the Western New Madrid Seismic Zone J. David Rogers and Briget C. Doyle

Magnitude 7.0 VANUATU

Magnitude 7.1 PHILIPPINES

Three Fs of earthquakes: forces, faults, and friction. Slow accumulation and rapid release of elastic energy.

Estimation of Short Term Shelter Needs FEMA Earthquake HAZUS Model

Article from: Risk Management. March 2009 Issue 15

Geotechnical Aspects of the M = 8.8 February 27, 2010 Chile Earthquake

Tsukuba, Japan International Institute of Seismology and Earthquake Engineering Building Research Institute STUDY TRIP TO ITAKO CITY

Hawke s Bay Liquefaction Hazard Report - Frequently Asked Questions

Magnitude 7.5 NEW BRITAIN REGION, PAPUA NEW GUINEA

Luca Guerrieri Valerio Comerci Eutizio Vittori

PREDICTION OF AVERAGE SHEAR-WAVE VELOCITY FOR GROUND SHAKING MAPPING USING THE DIGITAL NATIONAL LAND INFORMATION OF JAPAN

Earthquakes An introduction to earthquake monitoring techniques

ENTERGY INDEPENDENCE PLANT EAST AND WEST RECYCLE PONDS DEMONSTRATION OF COMPLIANCE WITH EPA CCR RULE SITING CRITERIA , FAULT AREAS.

Released Science Inquiry Task Location Grade 11

Magnitude 7.6 & 7.4 SOLOMON ISLANDS

Geo736: Seismicity and California s Active Faults Introduction

COMMENT CARD RESPONSES (SEISMIC)

Lab 9: Satellite Geodesy (35 points)

2. Initial Summary of Preliminary Expert Opinion of Converse and Psomas Reports

Date: April 2, 2014 Project No.: Prepared For: Mr. Adam Kates CLASSIC COMMUNITIES 1068 E. Meadow Circle Palo Alto, California 94303

Area-wide geotechnical information summary for CERA zoning review panel

#13 Earthquake Prediction

IV. ENVIRONMENTAL IMPACT ANALYSIS F. GEOLOGY AND SOILS

4.5 GEOLOGY AND SEISMICITY

IV. ENVIRONMENTAL IMPACT ANALYSIS E. GEOLOGY/SOILS

SCEC Community Fault and Velocity Models and how they might contribute to the DCPP seismic hazard assessment. Andreas Plesch Harvard University

A century of oil-field operations and earthquakes in the greater Los Angeles Basin, southern California

Magnitude 7.1 PERU. There are early reports of homes and roads collapsed leaving one dead and several dozen injured.

Transcription:

Preliminary Geotechnical Observations of the July 29, 2008 Southern California Earthquake Provided for: Geo-Engineering Earthquake Reconnaissance (GEER) Association Prepared by: Pirooz Kashighandi, Salih Tileylioglu, and Anne Lemnitzer August 11, 2008

INTRODUCTION On Tuesday, July 29, 2008 at 11:42:15 AM a magnitude M w 5.4 struck the Greater Los Angeles Area in Southern California. The epicenter of the earthquake was at a depth of 14.7 km at 33.953 N 117.761 W, located 4 km (3 miles) southwest of Chino Hills, California (USGS). The earthquake was felt throughout the Los Angeles Basin area and in much of southern California as well as parts of Nevada and Arizona. Locations in which the earthquake was felt stronger (Intensity VI) were at Anaheim, Brea, Covina, Dimond Bar, Fullerton, Garden Grove, La Puente, Montclair, Pamona, Placentia, San Dimas, Walnut, West Covina and Yorba Linda. Figure 1 shows the shake map of the earthquake provided by USGS. Figure 1: Shake map of the Southern California Earthquake on July 29, 2008 (USGS) 1

SELECTION OF THE AREAS OF RECONNAISSANCE The priority for reconnaissance was with areas where the likelihood of geotechnical damage, particularly liquefaction and liquefaction-related damage, was higher as a result of strong shaking. Therefore, two criteria needed to be met for the selection of the areas of reconnaissance: 1) Areas that experienced strong shaking in the USGS shake map. 2) Areas that were part of the Zones of Required Investigations, within the Seismic Hazard Zonation Program of the California Geological Survey (CGS) which encompass some potentially liquefiable sites. Since sites outside the Zones of Required Investigations are not expected to contain any liquefiable sediments, the areas inside these zones were used as a starting point to guide the reconnaissance effort in finding some potentially liquefiable sites. Shaking was felt most strongly at areas around the epicenter, particularly at a short distance northwest of the epicenter. Zones of Required Investigations that were shaken strongly within that area fell mostly in El Monte, Baldwin Park and La Habra Quadrangles of the California Geologic Survey (CGS) Seismic Hazard Zonation Program. Therefore, these were the areas of primary interest for reconnaissance. Figure 2 shows areas within the quadrangles that were investigated during the reconnaissance. Reconnaissance investigations were started in Hacienda Heights (Baldwin Park Quadrangle) and Rowland Heights (La Habra Quadrangle), which were located about 8 miles northwest of the epicenter. This was followed by areas around the Whittier Narrows Recreation Area which were further away from the epicenter (around 18 miles). While areas closer to the epicenter might have experienced stronger shaking, they were fairly mountainous and did not fall into Zones of Required Investigations and thus were not investigated during the reconnaissance. The GPS track records of the observed areas during the reconnaissance are shown in Figure 3. The focus during the reconnaissance was to investigate mostly areas where the surface manifestation of liquefaction is more likely to be observed. Therefore, areas near a body of water, such as channels and ponds were investigated more rigorously. Several areas near bodies of water were investigated, while no sign of liquefaction was observed at any of those sites. Figs 4 and 5 show two views of the land around the North Lake at Whittier Narrows Recreation Area, which is only an example of many of similar sites visited. Surface evidence of liquefaction, such as ground cracks and sand boils, is not evident in Figs. 4 and 5, and was not found at any of the investigated sites. The track records of the areas of reconnaissance shown in Figure 3 are presented in a Google Earth file (ChinoHillsEarthquake.kmz) along with this report. 2

(a) (b) (c) Figure 2: Areas of reconnaissance within the Zones of Required Investigation, (a) El Monte Quadrangle, (b) Baldwin Park Quadrangle, (c) La Habra Quadrangle, (CGS). 3

Figure 3: Snapshot of the track records of reconnaissance areas in Google Earth (ChinoHillsEarthquake.kmz) OBSERVATIONS No signs of liquefaction or liquefaction-induced damage were observed during this reconnaissance effort in the areas that were investigated. While the focus of the investigation was mostly geotechnical, no signs of structural damage to bridges or buildings due to ground shaking or liquefaction were observed either. It was deduced that the ground shaking was probably not strong enough to cause liquefaction or liquefaction-related damage at areas of investigation around the epicenter of this Southern California Earthquake. 4

Figure 4: Close-up view of the land near North Lake in Whittier Narrows Recreation Area Figure 5: Another view of the land near North Lake in Whittier Narrows Recreation Area. 5

ACKNOWLEDGEMENTS Professors Jonathan P. Stewart and Scott J. Brandenberg provided valuable insight and guidance for this reconnaissance effort. Their help is greatly appreciated. REFERENCES Seismic Hazard Zonation Program Maps (2008). California Geological Survey. (www.consrv.ca.gov/cgs) U.S. Geological Survey Earthquake Hazards Program Shake Maps (2008). USGS. (http://earthquake.usgs.gov/) 6