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Table 1 Arterial highway mileage summary table(including cement concrete pavement project) serial number Project Highway classification overall length （km） The length of cement pavement （km） Built year 1 Baoheng Road second-class 88.985 0.575 1995 2 Hengde Road second-class 60.295 1.411 1997 3 Shihuang Highway Wuqiang Connecting Line second-class 63.7 3.735 1998 4 Zhenggang Line second-class 80.004 12.115 2002 5 Hengde Highway Jingzhou Connecting Line first-class 21.805 18.805 2009 Total 314.789 36.641 1.2.
The original design was to use asphalt concrete pavement, the structure is: 4cm fine grained type asphalt concrete+6cm medium sized asphalt concrete+32cm lime-fly-ash bound macadam+16cm cement stabilized gravel.
Set up a temporary bench mark on the road’s both sides every 100 meters. 2.2.2.Mix and transportation of concrete Material Selection: Taihang Cement PS42.5 number, Zhengding medium sand, Jinan gravel, machine wells, Huaneng Dezhou fly ash from coal-fired power plant, FAC - 6 retarded high efficient water reducing agent.

(1) Mesoscopic structure characteristics Rocks containing clay minerals, illite / smectite minerals in the rock surface of the particles flaky directional distribution; better kaolinite polymorphs was worm-like, the book - like film cemented chlorite is developed, and moresurrounding detrital grains surrounding the formation of the pore-lining side
(1) Mesoscopic structure characteristics Rock contains a large number of mainly pure montmorillanite, Iraq/shuffle layer minerals in rock particle surface is flake, directional distribution, local have dissolution cavity development, kaolinite and illite filling in rock particles in microcracks. (2) Mineral composition analysis Clayey sand contains a large number of water swellable mainly pure montmorillanite, secondary mineral have illite and kaolinite and chlorite and mineral, mainly pure montmorillanite content 57.1% among them, Iraq/shuffle layer mineral of the whole mainly pure montmorillanite content of 40%, kaolinite and illite content is low.

The cement was made of P.O 42.5 Portland cement; the silica ash had a particle size of less than 2 μm and the density was 2.214 kg/m3; The quartz sand had a coarse particle size of 0.63~1.25 mm, 0.32~0.63 mm and 0.16~0.32 mm respectively; Fine three-grained quartz sand; Basalt fiber (BF) was short-cut continuous fiber with lengths of 12 mm and 6 mm respectively.
Table 1 Basalt fiber performance indicators Fiber type Density/g·cm-3 Elastic modulus/GPa Tensile strength/MPa Diameter /μm Elongation at failure /% Basalt Fiber(BF) 2.4 80~110 3 000~4 000 13 2.4-3.1 Table 2 RPC mix proportion (kg/m3) Number W/B Fiber length Cement Silica fume Coarse sand Medium sand Fine sand Fiber quality (volume fraction) Water reducer Water ZY1 0.22 12 756.52 226.96 737.76 371.00 169.46 1.2(0.05%) 68.09 169.02 ZY2 0.22 12 756.16 226.85 737.41 370.82 169.38 2.4(0.10%) 68.05 168.93 ZY3 0.22 12 755.80 226.74 737.06 370.64 169.30 3.6(0.15%) 68.02 168.84 ZY4 0.22 6 756.16 226.85 737.41 370.82 169.38 2.4(0.10%) 68.05 168.93 2.2 Test scheme.
Table 3 Basalt fiber RPC compressive strength Number Fiber length(mm) Fiber volume fraction(%) Cube compressive strength fcu(MPa) Axial compressive strength fc(MPa) fc / fcu ZY1 12 0.05 79.9 62.2 0.78 ZY2 12 0.10 83.7 74.5 0.89 ZY3 12 0.15 67.2 60.2 0.89 ZY4 6 0.10 74.1 57.8 0.78 4.

In the metal melt system, According to the phase rule: f=K+F-1 (f: degree of freedom, K: number of components, andF: number of phase).
Li, Grain refining potency of Al-B master alloy on pure aluminum, Scr Mater. 64 (2011) 1121-1124

Possessing high environmental and hygroscopic properties, clay material also has a number of disadvantages: low compressive strength and environmental resistance, high shrinkage value during drying.
Studies [16, 17] demonstrated a huge number of the unique properties of starch, which appear during its chemical or thermal treatment.
It is well known that starch grains are insoluble in cold water and only after reaching 60 °C beginning the initial process of starch gelatinization.

PPMT probe can be connected to standard cone penetration test (CPT) rods enabling a large number of PPMT tests to be conducted within a site [1].
The next two layers have an average VISP of 26 seconds for silty sand with standard deviation of 7.4 seconds and 33 seconds for fine grained silt with a standard deviation of 8.3 seconds.
The APMT software indicated that the VISP for the limited number of soils evaluated varies from 10 seconds to 80 seconds.

These tools have an alloy steel body, with a diamond coating in the cutting area with a grain size of D126.
Tools used in the case study, the number indicates the tool diameter (mm), photos with different scales for better viewing Strategies and CAM Programming To make the sculpture, Powermill 2021 CAM software was used, from which the following strategies were used: • Model area clearance, • Model rest area clearance, • Steep and shallow finishing, • Corner multi-pencil finishing.
High speed machining provides a consistent tool loading at the expense of an increased number of rapid, air moves across the component.

The main advantage of workpieces produced by ring rolling, compared to other technological processes, is given by the size and orientation of grains, especially on the worked surface which give to the final product excellent mechanical properties.
Moreover, due to the nature of the process, it is possible to reduce the number of elements, and so the computational time, by considering a symmetric model.

J.Ilic, Chizhen Si, J.L.Yang, and F.John used pre-freezing, they either imposed tensile stress on radial section and compressive stress on the grain direction to resist cell wall deformations or exchanged the drying medium-water with ethanol or methanol to reduce collapse[5-8].
The 40 pieces were divided in two groups containing quarter-sawed and plain-sawed lumber, where the the numbers for the quarter-sawed lumber were A-1, A-2…A-5; B-1, B-2…B-5; C-1, C-2…C-5; D-1, D-2…D-5, and the numbers for the plain-sawed lumber were a-1, a-2…a-5; b-1, b-2…b-5; c-1, c-2…c-5; d-1, d-2…d-5.

Today, soybean proteins are considered the most important source of bioactive peptides and an increasing number of bioactive peptides have been identified in soybean protein hydrolyzates and fermented soybean food.
From Table 1, it can be seen that a great number of peptides were yielded during the fermentation of soybean.
“Soy-Based Fermented Foods”, Encyclopedia of Grain Science, 2004, pp.174-185