Jia-Jyun Dong

Prof. Jia-Jyun Dong

National Central University, Taoyuan District, Taoyuan, Taiwan
orcid

Research Focus & Metrics

Academic Career Length

36Years (1991-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2010 in International Journal of Rock Mechanics and Mining Sciences
Verified
Journal Article
Closed access
JDJia-Jyun Dong
Jia-Jyun Dong
JHJui-Yu Hsu
Jui-Yu Hsu
WWWen-Jie Wu
Wen-Jie Wu
TSToshi Shimamoto
Toshi Shimamoto
JHJih-Hao Hung
Jih-Hao Hung
HSHiroki Sone
Hiroki Sone

1 June 2008 in Engineering Geology
Verified
Journal Article
Closed access
CLChyi-Tyi Lee
Chyi-Tyi Lee
CHChien-Cheng Huang
Chien-Cheng Huang
JLJiin-Fa Lee
Jiin-Fa Lee
KPKuo-Liang Pan
Kuo-Liang Pan
MLMing-Lang Lin
Ming-Lang Lin
JDJia-Jyun Dong
Jia-Jyun Dong

1 January 2011 in Engineering Geology
Verified
Journal Article
Closed access
JDJia-Jyun Dong
Jia-Jyun Dong
YTYu-Hsiang Tung
Yu-Hsiang Tung
CCChien-Chih Chen
Chien-Chih Chen
JLJyh-Jong Liao
Jyh-Jong Liao
YPYii-Wen Pan
Yii-Wen Pan

1 September 2009 in Geomorphology
Verified
Journal Article
Closed access
JDJia-Jyun Dong
Jia-Jyun Dong
YTYu-Hsiang Tung
Yu-Hsiang Tung
CCChien-Chih Chen
Chien-Chih Chen
JLJyh-Jong Liao
Jyh-Jong Liao
YPYii-Wen Pan
Yii-Wen Pan

7 March 2017 in Journal of Geophysical Research: Solid Earth
Verified
Journal Article
Open access
PDF file
YWY. F. Wang
Y. F. Wang
JDJia-Jyun Dong
Jia-Jyun Dong
QCQiangong Cheng
Qiangong Cheng
To characterize the hypermobility mechanism of rock avalanches, a series of rotary shear tests at different shearing velocities (Veq) ranging from 0.07 m/s to 1.31 m/s and at a normal stress of 1.47 MPa were carried out on soil sampled from the basal facies of the Yigong rock avalanche that occurred in the Tibetan plateau in China. Through conducting these tests, the macroscale and microscale features of the deformed samples were analyzed in detail with the following valuable conclusions being reached: (1) soil subjected to rotary shear exhibits a clear velocity‐dependent weakening characteristic with an apparent steady state friction of 0.13 being reached at Veq ≥ 0.61 m/s, (2) high‐temperature rises and layers with high porosity were observed in the samples sheared at Veq ≥ 0.61 m/s, and (3) the cooperation of thermal pressurization and moisture fluidization induced by friction heating plays an important role in explaining the marked frictional weakening of the soil. In addition, the appearance of nanoparticles due to particle fragmentation should facilitate the weakening of the soil but is not the key reason for the marked frictional weakening.

29 August 2008 in Natural Hazards and Earth System Sciences
Verified
Journal Article
Open access
PDF file
CLChyi-Tyi Lee
Chyi-Tyi Lee
CHC.-C. Huang
C.-C. Huang
JLJ.-F. Lee
J.-F. Lee
KPK. -L. Pan
K. -L. Pan
MLM.-L. Lin
M.-L. Lin
JDJia-Jyun Dong
Jia-Jyun Dong
For the interpretation of the storm event-induced landslide distribution for an area, deterministic methods are frequently used, while a region's landslide susceptibility is commonly predicted via a statistical approach based upon multi-temporal landslide inventories and environmental factors. In this study we try to use an event-based landslide inventory, a set of environmental variables and a triggering factor to build a susceptibility model for a region which is solved using a multivariate statistical method. Data for shallow landslides triggered by the 2002 typhoon, Toraji, in central western Taiwan, are selected for training the susceptibility model. The maximum rainfall intensity of the storm event is found to be an effective triggering factor affecting the landslide distribution and this is used in the model. The model is built for the Kuohsing region and validated using data from the neighboring Tungshih area and a subsequent storm event – the 2004 typhoon, Mindulle, which affected both the Kuohsing and the Tungshih areas. The results show that we can accurately interpret the landslide distribution in the study area and predict the occurrence of landslides in the neighboring region in a subsequent typhoon event. The advantage of this statistical method is that neither hydrological data, strength data, failure depth, nor a long-period landslide inventory is needed as input.