BACKGROUND: Oxidative stress is induced in the liver by application of the Pringle manoeuvre. Malondialdehyde is a carbonyl compound formed during lipid peroxidation and prostaglandin biosynthesis, which combines with...BACKGROUND: Oxidative stress is induced in the liver by application of the Pringle manoeuvre. Malondialdehyde is a carbonyl compound formed during lipid peroxidation and prostaglandin biosynthesis, which combines with DNA to form a number of adducts. Among them is the DNA ad-duct; 3-(2-deoxybeta-dierythropentafuranosyl) pyr [1,2-alpha]-purin-10(3H) one or M1G. This study was undertaken to determine the suitability of M1G as a novel marker of ischemia-reperfusion injury in the liver and its correlation with both the length of Pringle clamp application and the overall length of the operation. METHODS: Normal and colorectal liver metastatic tissues were obtained in 12 patients before and after application of the Pringle manoeuvre. All samples were snap-frozen in liquid nitrogen at -80 ℃. DNA was extracted and M1G quantification was performed by immunoslotblot analysis. RESULTS: M1G levels in normal liver tissue were 4.0 + 1.0 per 107 nucleotides before the Pringle manoeuvre and 7.4 ± 1.0 per 10 nucleotides after the Pringle manoeuvre (mean ± standard deviation) (P<0.05 by ANOVA). M1G levels in malignant liver tissue were 2.5 ±1.4 per 107 nucleotides before the Pringle manoeuvre and 6. 5 ±1.9 adducts per 10 nucleotides after the Pringle manoeuvre (P <0. 05). Ad-duct levels in normal liver tissue showed a significant correlation with cumulative period of Pringle application. CONCLUSIONS: This is the first time that the tissue levels of M1G before and after application of the Pringle manoeuvre have been studied. The results show that the Pringle manoeuvre exerts significant oxidative stress in human hepa-tocytes, which is Pringle-time dependent. The results highlight the potential for oxidative DNA adducts levels as a tool for measuring the severity of ischemia-reperfusion injury.展开更多
In this research,two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 22 pile groups to liquefactioninduced lateral spr...In this research,two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 22 pile groups to liquefactioninduced lateral spreading.In this regard,an inclined base layer overlain by a very loose liquefiable layer was constructed in both models;while only in one model,a non-liquefiable crust layer was built.A lumped mass,being representative of a superstructure,was attached to the cap of one pile group in both models.The models were fully instrumented with various sensors,including acceleration,displacement,and pore water pressure transducers.Also,the piles were instrumented with pair strain gauges to measure pure bending moments induced by cyclic and monotonic loadings associated with ground shaking and lateral spreading,respectively.The results showed that the existence of the non-liquefiable crust layer increases both the maximum and residual soil displacements at the free field and also the maximum bending moments in the piles.The results of the experiments indicated that the crust layer induces a high kinematic lateral soil pressure and force on the piles which are not present in the crustless case.The crust layer increases the pile cap displacement before liquefaction,albeit decreases it after liquefaction,due to the elastic rebound of the piles in the liquefiable layer.The crust layer postpones both liquefaction triggering and dissipation of excess pore water pressure.The existence of the superstructure mass on the pile caps decreases the acceleration amplitude of the pile caps,while increases their maximum displacement.展开更多
Pollen development is a,pre-requisite for sexual reproduction of angiosperms, during which various cellular activities are involved. Pollen development accompanies dynamic remodeling of vacuoles through fission and fu...Pollen development is a,pre-requisite for sexual reproduction of angiosperms, during which various cellular activities are involved. Pollen development accompanies dynamic remodeling of vacuoles through fission and fusion, disruption of which often compromises pollen viability. We previously reported that the Y subunit of adaptor protein 1 （AP1G） mediates synergid degeneration during pollen tube reception. Here, we demonstrate that AP1G is essential for pollen development. AP1G loss-of-function resulted in male gametophytic lethality due to defective pollen development. By ultrastructural analysis and fluorescence labeling, we demonstrate that AP1G loss-of-function compromised dynamic vacuolar remodeling during pollen development and impaired vacuolar acidification of pollen. Results presented here support a key role of vacuoles in gametophytic pollen development.展开更多
A novel anchorage for long-span suspension bridges,called pile-caisson composite structures,was recently proposed by the authors in an attempt to reduce the construction period and costs.This study aims to investigate...A novel anchorage for long-span suspension bridges,called pile-caisson composite structures,was recently proposed by the authors in an attempt to reduce the construction period and costs.This study aims to investigate the displacement and force behavior of piles in a pile-caisson composite structure under eccentric inclined loading considering different stratum features.To this end,both 1g model tests and three-dimensional numerical simulations were performed.Two groups of 1g model tests were used to validate the finite-element(FE)method.Parametric studies were then performed to investigate the effects of groundwater level,burial depth of the pile-caisson composite structure,and distribution of soil layers on the performance of the pile-caisson composite structure.The numerical analyses indicated that the influence of the groundwater level on the stability of the caisson was much greater than that of the piles.In addition,increasing the burial depth of the pile-caisson composite structure can assist in reducing the displacements and improving the stability of the pile-caisson composite structure.In addition,the distribution of soil layers can significantly affect the stability of the pile-caisson composite structure,especially the soil layer around the caisson.展开更多
Partial drainage often occurs during piezocone penetration testing on Yellow River Delta silt because of its intermediate physical and mechanical properties between those of sand and clay.Yet,there is no accurate unde...Partial drainage often occurs during piezocone penetration testing on Yellow River Delta silt because of its intermediate physical and mechanical properties between those of sand and clay.Yet,there is no accurate understanding for the range of penetra-tion rates to trigger the partial drainage of silt soils.In order to fully investigate cone penetration rate effects under partial drainage condi-tions,indoor 1 g penetration model tests and numerical simulations of cavity expansion at variable penetration rates were carried out on the Yellow River Delta silt.The boundary effect of the model tests and the variation of key parameters at the different cavity ex-pansion rates were analyzed.The 1 g penetration model test results and numerical simulations results consistently indicated that the penetration rate to trigger the partially drainage of typical silt varied at least three orders of magnitude.The numerical simulations also provide the reference values for the penetration resistance corresponding to zero dilation and zero viscosity at any given normalized penetration rate for silt in Yellow River Delta.These geotechnical properties can be used for the design of offshore platforms in Yel-low River Delta,and the understanding of cone penetration rate effects under the partially drained conditions would provide some technical support for geohazard evaluation of offshore platforms.展开更多
The purpose of this research is to study the dynamic responses of gravity quay walls with block type consisting of“three blocks”experimentally.For this purpose,1g shaking table tests were conducted under different c...The purpose of this research is to study the dynamic responses of gravity quay walls with block type consisting of“three blocks”experimentally.For this purpose,1g shaking table tests were conducted under different cyclic loadings for two different saturated granular backfill materials(Soil 1 and Soil 2).In this study,D_(n50) of Soil 1 and Soil 2 are selected as 2.2 cm and 1.0 cm,respectively.During the experiments,accelerations,soil pressures and displacements were measured for each block.Test results pointed out that Soil 2 caused more damage on structures.The measurements for displacement and tilting of each block were discussed in view of“acceptable level of damage in performance-based design”given in PIANC(2001).The result of the study showed that the definitions of damaged levels given in PIANC(2001)were reliable for using in performance-based methods for seismic design of block type quay walls.展开更多
Esophageal cancer(EsC)is one of the least studied and deadliest cancers worldwide because of its extremely aggressive nature and poor survival rate.It ranks sixth among all cancers in mortality.In retrospective studie...Esophageal cancer(EsC)is one of the least studied and deadliest cancers worldwide because of its extremely aggressive nature and poor survival rate.It ranks sixth among all cancers in mortality.In retrospective studies of EsC,smoking,hot tea drinking,red meat consumption,poor oral health,low intake of fresh fruit and vegetables,and low socioeconomic status have been associated with a higher risk of esophageal squamous cell carcinoma.Barrett’s esophagus is clearly recognized as a risk factor for EsC,and dysplasia remains the only factor useful for identifying patients at increased risk,for the development of esophageal adenocarcinoma in clinical practice.Here,we investigated the epidemiologic patterns and causes of EsC.Using population based cancer data from the Surveillance,Epidemiology and End Results Program of the United States;we generated the most up-to-date stage distribution and 5-year relative survival by stage at diagnosis for 1998-2009.Special note should be given to the fact that esophageal cancer,mainly adenocarcinoma,is one of the very few cancers that is contributing to increasing death rates(20%)among males in the United States.To further explore the mechanism of development of EsC will hopefully decrease the incidence of EsC and improve outcomes.展开更多
基金The University of Leicester & University Hospitals of Leicester.
文摘BACKGROUND: Oxidative stress is induced in the liver by application of the Pringle manoeuvre. Malondialdehyde is a carbonyl compound formed during lipid peroxidation and prostaglandin biosynthesis, which combines with DNA to form a number of adducts. Among them is the DNA ad-duct; 3-(2-deoxybeta-dierythropentafuranosyl) pyr [1,2-alpha]-purin-10(3H) one or M1G. This study was undertaken to determine the suitability of M1G as a novel marker of ischemia-reperfusion injury in the liver and its correlation with both the length of Pringle clamp application and the overall length of the operation. METHODS: Normal and colorectal liver metastatic tissues were obtained in 12 patients before and after application of the Pringle manoeuvre. All samples were snap-frozen in liquid nitrogen at -80 ℃. DNA was extracted and M1G quantification was performed by immunoslotblot analysis. RESULTS: M1G levels in normal liver tissue were 4.0 + 1.0 per 107 nucleotides before the Pringle manoeuvre and 7.4 ± 1.0 per 10 nucleotides after the Pringle manoeuvre (mean ± standard deviation) (P<0.05 by ANOVA). M1G levels in malignant liver tissue were 2.5 ±1.4 per 107 nucleotides before the Pringle manoeuvre and 6. 5 ±1.9 adducts per 10 nucleotides after the Pringle manoeuvre (P <0. 05). Ad-duct levels in normal liver tissue showed a significant correlation with cumulative period of Pringle application. CONCLUSIONS: This is the first time that the tissue levels of M1G before and after application of the Pringle manoeuvre have been studied. The results show that the Pringle manoeuvre exerts significant oxidative stress in human hepa-tocytes, which is Pringle-time dependent. The results highlight the potential for oxidative DNA adducts levels as a tool for measuring the severity of ischemia-reperfusion injury.
基金support by the Construction and Development of Transportation Infrastructures Company affiliated with the Ministry of Roads and Urban Development of Iran and partial financial support granted by the Research Deputy of the Sharif University of Technology are acknowledged.
文摘In this research,two shake table experiments were conducted to study the effects of non-liquefiable crust layer and superstructure mass on the responses of two sets of 22 pile groups to liquefactioninduced lateral spreading.In this regard,an inclined base layer overlain by a very loose liquefiable layer was constructed in both models;while only in one model,a non-liquefiable crust layer was built.A lumped mass,being representative of a superstructure,was attached to the cap of one pile group in both models.The models were fully instrumented with various sensors,including acceleration,displacement,and pore water pressure transducers.Also,the piles were instrumented with pair strain gauges to measure pure bending moments induced by cyclic and monotonic loadings associated with ground shaking and lateral spreading,respectively.The results showed that the existence of the non-liquefiable crust layer increases both the maximum and residual soil displacements at the free field and also the maximum bending moments in the piles.The results of the experiments indicated that the crust layer induces a high kinematic lateral soil pressure and force on the piles which are not present in the crustless case.The crust layer increases the pile cap displacement before liquefaction,albeit decreases it after liquefaction,due to the elastic rebound of the piles in the liquefiable layer.The crust layer postpones both liquefaction triggering and dissipation of excess pore water pressure.The existence of the superstructure mass on the pile caps decreases the acceleration amplitude of the pile caps,while increases their maximum displacement.
基金supported by Major Research Plan(2013CB945102)from the Ministry of Science,Technology of ChinaNational Natural Science Foundation of China(31625003 and 31471304 to Y.Z.)partially supported by Tai-Shan Scholar Program by Shandong Provincial Government
文摘Pollen development is a,pre-requisite for sexual reproduction of angiosperms, during which various cellular activities are involved. Pollen development accompanies dynamic remodeling of vacuoles through fission and fusion, disruption of which often compromises pollen viability. We previously reported that the Y subunit of adaptor protein 1 （AP1G） mediates synergid degeneration during pollen tube reception. Here, we demonstrate that AP1G is essential for pollen development. AP1G loss-of-function resulted in male gametophytic lethality due to defective pollen development. By ultrastructural analysis and fluorescence labeling, we demonstrate that AP1G loss-of-function compromised dynamic vacuolar remodeling during pollen development and impaired vacuolar acidification of pollen. Results presented here support a key role of vacuoles in gametophytic pollen development.
基金support from the National Natural Science Foundation of China(Grant Nos.51778575,52078457).
文摘A novel anchorage for long-span suspension bridges,called pile-caisson composite structures,was recently proposed by the authors in an attempt to reduce the construction period and costs.This study aims to investigate the displacement and force behavior of piles in a pile-caisson composite structure under eccentric inclined loading considering different stratum features.To this end,both 1g model tests and three-dimensional numerical simulations were performed.Two groups of 1g model tests were used to validate the finite-element(FE)method.Parametric studies were then performed to investigate the effects of groundwater level,burial depth of the pile-caisson composite structure,and distribution of soil layers on the performance of the pile-caisson composite structure.The numerical analyses indicated that the influence of the groundwater level on the stability of the caisson was much greater than that of the piles.In addition,increasing the burial depth of the pile-caisson composite structure can assist in reducing the displacements and improving the stability of the pile-caisson composite structure.In addition,the distribution of soil layers can significantly affect the stability of the pile-caisson composite structure,especially the soil layer around the caisson.
基金supported by the National Natural Science Foundation of China(Nos.U1806230,U2006213),and the Fundamental Research Funds for the Central Univer-sities(No.201962011).
文摘Partial drainage often occurs during piezocone penetration testing on Yellow River Delta silt because of its intermediate physical and mechanical properties between those of sand and clay.Yet,there is no accurate understanding for the range of penetra-tion rates to trigger the partial drainage of silt soils.In order to fully investigate cone penetration rate effects under partial drainage condi-tions,indoor 1 g penetration model tests and numerical simulations of cavity expansion at variable penetration rates were carried out on the Yellow River Delta silt.The boundary effect of the model tests and the variation of key parameters at the different cavity ex-pansion rates were analyzed.The 1 g penetration model test results and numerical simulations results consistently indicated that the penetration rate to trigger the partially drainage of typical silt varied at least three orders of magnitude.The numerical simulations also provide the reference values for the penetration resistance corresponding to zero dilation and zero viscosity at any given normalized penetration rate for silt in Yellow River Delta.These geotechnical properties can be used for the design of offshore platforms in Yel-low River Delta,and the understanding of cone penetration rate effects under the partially drained conditions would provide some technical support for geohazard evaluation of offshore platforms.
基金The study was financially supported by the Scientific and Technological Research Council of Turkey(TUBITAK)(Grant No.111Y006).
文摘The purpose of this research is to study the dynamic responses of gravity quay walls with block type consisting of“three blocks”experimentally.For this purpose,1g shaking table tests were conducted under different cyclic loadings for two different saturated granular backfill materials(Soil 1 and Soil 2).In this study,D_(n50) of Soil 1 and Soil 2 are selected as 2.2 cm and 1.0 cm,respectively.During the experiments,accelerations,soil pressures and displacements were measured for each block.Test results pointed out that Soil 2 caused more damage on structures.The measurements for displacement and tilting of each block were discussed in view of“acceptable level of damage in performance-based design”given in PIANC(2001).The result of the study showed that the definitions of damaged levels given in PIANC(2001)were reliable for using in performance-based methods for seismic design of block type quay walls.
文摘Esophageal cancer(EsC)is one of the least studied and deadliest cancers worldwide because of its extremely aggressive nature and poor survival rate.It ranks sixth among all cancers in mortality.In retrospective studies of EsC,smoking,hot tea drinking,red meat consumption,poor oral health,low intake of fresh fruit and vegetables,and low socioeconomic status have been associated with a higher risk of esophageal squamous cell carcinoma.Barrett’s esophagus is clearly recognized as a risk factor for EsC,and dysplasia remains the only factor useful for identifying patients at increased risk,for the development of esophageal adenocarcinoma in clinical practice.Here,we investigated the epidemiologic patterns and causes of EsC.Using population based cancer data from the Surveillance,Epidemiology and End Results Program of the United States;we generated the most up-to-date stage distribution and 5-year relative survival by stage at diagnosis for 1998-2009.Special note should be given to the fact that esophageal cancer,mainly adenocarcinoma,is one of the very few cancers that is contributing to increasing death rates(20%)among males in the United States.To further explore the mechanism of development of EsC will hopefully decrease the incidence of EsC and improve outcomes.
