PHIVOLCS
 
Foreword
The July 16 1990 Luzon Earthquake Rupture
Inventory and Characterization of Landslides induced by the 16 July 1990 Luzon Earthquake
Mapping of Areas Affected by Liquefaction during the 16 July 1990 Earthquake
The 16 July 1990 Luzon Earthquake and its Aftershock Activity
Soil Study of Area Damage due to Liquefaction during the 16 July 1990 Philippine Earthquake
Vital Engineering Lessons from the Earthquake of July 16, 1990
Quantifying Spatial and Temporal Dimensions of Premonitory Animal Behavior of the July 16, 1990 Luzon Earthquake
Households and Communities in a Post-Earthquake Situation: Lessons on Survival and Self-Reliance
Organizational Response to the July 1990 Luzon Earthquake Disaster
Psychosocial Issues in Disasters
Management Strategies for Earthquake-Related Psychosocial Problems Community-Based Interventions
Some Implications of the July 16, 1990 Earthquake on Urban and Regional Planning in the Philippines

 

 

 

 

 

 

Mapping of Areas Affected by Liquefaction during the 16 July 1990 Earthquake
Ronnie C. Torres*, Ma. Lynn O. Paladio*
Raymundo S. Punongbayan*, and Rosalito A. Alonso**
* Philippine Institute of Volcanology and Seismology - DOST
** National Institute of Geological Sciences - UP

 

ABSTRACT

Liquefaction effects Of the 16 July l990 Earthquake were particularly pronounced in the provinces of Tarlac, Pangasinan, and La Union. These provinces are situated in recent sedimentary environments, four of which exhibited characteristics vulnerability to liquefaction: (1) backswamps in Gerona, Pura, Paniqui and Ramos, Tarlac; (2) river channels and point-bars in Dagupan City, San Carlos and Malasiqui, Pangasinan; (3) sandspits in Agoo and Sto. Tomas in La Union; and (4) deltas in Aringay, La Union and Binmaley and Lingayen, Pangasinan. The liquefaction-affected sediments are all relatively young, water-saturated, moderately-sorted, fine-grained sand deposits. The intense and prolonged ground-shaking during the earthquake caused these sediments to lose strength and subsequently exhibit sand fountaining and lateral Now of the ground. The degree by which an area is affected by liquefaction was largely controlled by intensity and duration of ground-shaking, the character Of the geologic microsettings and the densily of infrastructural development in the area.

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