An investigation was undertaken to evaluate the integrity of a geogrid-reinforced steep slope subjected to significant differential settlements and seismic loading. The reinforced soil structure under investigation was constructed in 1987 in order to enhance the stability of steep landfill slopes at the Operating Industries, Inc. (OII) Superfund site, a hazardous waste site in southern California. The site is in an area of high seismicity. The 4.60 m high, 460 m long geogrid-reinforced structure was founded, along most of its length, on concrete piers located towards the front of the structure. However, as the back of the reinforced slope was founded on waste, the structure experienced more than 600 mm of differential settlements ten years after its construction. A geogrid experimental testing program was implemented to evaluate the performance of the reinforcements when loaded rapidly after a period of constant load. A finite element numerical simulation was performed to assess the integrity of the geogrid reinforcements when subjected to 30 years of additional differential settlements followed by the design earthquake. The maximum geogrid strains predicted for a sequence of expected static and extreme seismic loadings were found to be well below the geogrid allowable strain values, indicating that the integrity of the structure should be maintained even when subjected to large differential settlements and severe earthquake loads. The numerical results show that the critical reinforced zone (i.., the reinforcement layers that are strained the most) that corresponds to different loading mechanisms (construction, differential settlement, seismic loading) occurs at different elevations within the reinforced soil structure.

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The possibility of attenuation of microseismic waves due to the presence of an upward folding of the ocean bottom into the liquid is discussed in this paper. The upward folding of the ocean bottom has been idealized by means of an irregularity in the form of a rectangle intruding into the liquid and the evaluation of the displacement component at any point of the solid medium has been carried out in two stages. First, the change in the incident mode of the surface wave due to the presence of the rectangular irregularity has been determined, and second, the subsequent change of the resulting displacement components due to the termination of the liquid layer and the step change in elevation of the solid medium at the continental margin has been discovered. Finally, numerical calculation has been made to determine the attenuation of the microseismic waves of different periods due to the presence of the rectangular irregularity at the ocean bottom.

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Two new partially saturated tricyclic ring systems, , a, 7, 8, , 10, 10a, 11-octahydro-11-oxodibenz [, ] oxepins (a and ), and -thiepins (4a and 4) were synthesized. Compounds 4a and 4 were desulfurized to give a pair of isomeric -methylbenzoylcyclohexanes (10a and 10). Deuterated 4a and 4 (11a and 11) were prepared starting from butadiene- (12). The stereochemical features of a (trans), (cis), 4a (trans) and 4 (cis) are compared with those of 10a, 10, 11a and 11 on the basis of proton nuclear magnetic resonance data.

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Pharmacokinetics and bioavailability of multivitamin preparations including _1, _, _<12> and/or were studied in human male volunteers. The same dosage of 100 mg thiamine tetrahydrofurfuryl disulfide (_1) was included in both preparations. However, one preparation (Alinamin EX^<(R)>) included high amounts of 100 mg pyridoxine hydrochloride (_), 1500 μg hydroxocobalamin (_<12>) and 100 mg d, l-α-tocopherol succinate (). The other (Alinamin A50^<(R)>) included 10 mg riboflavin (_), 10 mg pyridoxine hydrochloride (_), 20 μg cyanocobalamin (_<12>). the results were as follows : 1) _1 : No difference was observed between AUC of both preparations. T_<max> tended faster in Alinamin EX^<(R)>. ) _ : AUC by administration of Alinamin EX^<(R)> was times larger than in Alinamin A50^<(R)>. ) _<12> : AUC by administration of Alinamin EX^<(R)> was 4 times larger than in Alinamin A50^<(R)>. 4) : A significant increase in plasma was observed by administration of Alinamin EX^<(R)>. AUC represents the area under curve obtained from the blood drug concentration of the time course.

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A method for analyzing the uncertainties involving the use of empirical relationships in design is developed. It is applied to evaluate the reliability of the relationship s_u(mobilized)=(measured), whereby the pertinent uncertainties are analyzed using extensive laboratory and field observed data. On the average, the relationship s_u(mobilized)= (measured) is unbiased and the error implicit in the relationship is about 15%. When cone values are used to infer s'_p, additional uncertainties on the mobilized undrained strength will incur resulting mainly from the calibration uncertainty between σ'_p and the cone values. Alternatively, vane tests may be performed to infer the mobilized strength using Bjerrum correction factor. Results show that uncertainty level associated with using the vane tests is smaller than that using the cone values, provided that similar scatter is observed between measured vane and cone values at a given site. However, prediction of the mobilized strength is even more accurate if direct measurements can be made on the preconsolidation pressure. The proposed probabilistic method also assesses the benefit of additional tests besides comparing the accuracy of using various soil parameters for predicting mobilized undrained strength. Such information is essential for planning cost-effective site characterization program.

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This paper presents reinforcing mechanisms and a method for analyzing reinforced earth structures. The reinforcing mechanism presented is divided into two stages, a fixed slip surface and an arbitrarily selected slip surface. The mechanism is studied through direct shear tests and plane strain compression tests including some geotextiles. The reinforcing materials considered in this paper only have tensile strength. The authors have already proposed a method called Generalized Limit Equilibrium Method (GLEM) for analyzing stability problems. The validity of the method has already been shown in previously published papers. In this paper, the method is extended to carry out a stability analysis for reinforced earth structures. Finally, large scale model tests for the bearing capacity of foundations on reinforced slopes were carried out to investigate the validity of the proposed reinforcing mechanism and the analytical method. Through comparisons of observations of experiments and results of the analytical method, the validity of the present work is demonstrated.

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11-Amino-, a, 7, 8, , 10, 10a, 11-octahydrodibebenzo[, ]thiepines (a-d) and -oxepines (7a-d) were synthesized by the Leuckart reaction of , a, 7, 8, , 10, 10a, 11-octahydro-11-oxodibenzo[, ]thiepines (1a, )and -oxepines (a, ) followed by hydrolysis of the reaction products 4a-d and 5a-d, respectively. The four diastereomers, cis(a-H, 10a-H)-cis(10a-H, 11-H) a and 7a, cis(a-H, 10a-H)-trans(10a-H, 11-H) and 7, trans(a-H, 10a-H)-trans(10a-H, 11a-H)c and 7c, and trans(a-H, 10a-H)-cis(10a-H, 11-H) d and 7d, were isolated and their configurations and conformations were elucidated by chemical methods together with ¹H-nuclear magnetic resonance spectroscopic and X-ray crystallographic analyses.

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The gamma-ray spectrum and the conversion-electron spectrum are measured in the decay of the ^116mIn activity. Directional correlations are also measured for 818–1293 and 1097–1293 keV cascades. The M1- mixing ratio δ, and the 0- mixing ratio μ_k are obtained for 818.7 keV +→2₁⁺ transition to be δ=1.52−

0.22

+0.26, and μ_k≤

6

.1×10⁻⁴ respectively. The

E

2

branching ratio

B

(

E

2

;

2₂

+→0_g⁺):

B

(

E

2

;

2₂

+→2₁⁺):

B

(

E

2

;

2₂

+→0₁⁺) is determined to be 0.0158:1.0:5.

86

.

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Three acidic metabolites (5-7) of , 11-dihydro-11-(-dimethylaminopropylidene)dibenzo[, ]thiepin(dothiepin) were prepared. In the synthetic course, a reaction of , 11-dihydro-11-vinyldibenzo[, ]thiepin-11-ol () with stereoselectively afforded ()-11-(-chloroethylidene)-, 11-dihydrodibenzo[, ]thiepin (). The mechanism of this reaction is discussed.

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The effect of composition and controlled thermomechanical process parameters on the mechanical properties of HSLA steels is modelled using the Widrow-Hoff's concept of training a neural net with feed-forward topology by applying Rumelhart's back propagation type algorithm for supervised learning, using a Petri like net structure. The data used are from laboratory experiments as well as from the published literature. The results from the neural network are found to be consistent and in good agreement with the experimented results.

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The intracellular proportion of the pyridoxal 5'-phosphate (PLP) form of aspartate aminotransferase (AspAT) to the total enzyme in . coli cells and rabbit erythrocytes was determined by a newly devised method which based on selective inactivation of PLP form of AspAT by sodium borohydride added extracellularly. A large portion (80-90% and 75%) of the intracellular AspAT was in PLP form in . coli cells and the erythrocytes, respectively. The saturation levels generally used to describe in vivo the proportion of the apo and holo vitamin --dependent enzymes did not reflect the intracellular amount of PLP (holo) form of AspAT. The interaction between PLP form of AspAT and vitamin - antagonists were studied in situ. The concentration of vitamin - compounds in the erythrocytes and effects of the antagonists on the concentration of vitamin - compounds were also determined after the erythrocytes were incubated with free vitamin - compounds.

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